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In addition to undergoing secularization, Muslims worldwide will start to follow the spiritual aspects of Islam more than its social and militant aspects and Sharia. This is reply to an Indian Muslim who wrote to Dr Kumar that India should continue to have religion-based civil code. Yes, you have a valid point about common code, i.

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Why do not you ask for this in India, i. Sharia discriminates against non-Muslims.

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People like you are taking advantage of secular democratic system. If you Muslims are in power or in majority, you will enforce sharia laws on non-Muslims also and will not give them freedom of religion because your Sharia does not give legally any freedom to non-Muslims - a non-Muslim can not even represent himself in a sharia court.

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On the other hand, if you are in minority, then you will shout Freedom of Religion Freedom of Religion. Once these top leaders were gone Jinnah died inKhan was assassinated inPakistan became leaderless politically and the Pakistani army generals took over the country.

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The US supported these dictators and hence democracy could not take deep roots there. In all wars it has fought, the United States claims to be fighting for freedom and democracy.

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However, in all its Cold War battles it did not hesitate to deal repeatedly with military dictators instead of democratically elected leaders as they tend inevitably towards a socialist or participatory style of government. After the end of the Cold War, almost Sobha developers ltd en citas en Bangalore countries are leading towards the path of peaceful democratic states, barring a few such as Pakistan and Afghanistan.

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Reaganomics is the biggest fraud created in the history of the United States. Not only did it create large debts, it also transferred money from the middle class to the richest 2 percent.

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Without the Bretton Woods Agreement, which made the US dollar the global currency, Reaganomics would have died in its infancy. Reaganomics was paid for initially by Japan during the s to the early s, and thereafter mainly by China, which is a potential enemy of the United States.

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In a similar situation, when the Soviets needed money for their glasnost freedom of speech, transparency in government and perestroika reconstruction of the economy, economic reforms campaigns during the late s, German banks stopped giving loans and instead started demanding repayments, causing the Soviet economy to collapse.

One common factor for all Western countries in crisis is that they had significant trade deficits during the last ten years.

Magic porno Und umgekehrt natürlich. Video de casting libre woodmen sex Video Jenteal pornstar. King part of Sage Holdings D. Navinchandra D. Consunji Inc. Bronner's Dr. Martens Permira Dr. Reddy's Laboratories Dr. Land E. Energía y Renovación S. Solís H. Fuller H. Heng Yue Cambodia International Co. Crew J. Hunt J. Test section with MixRA The construction of the sub- soil. SD — cement stabilised soil A com- Equivalent modulus cement The data were taken every 25 mm of displacement throughout the m of each test section. The IRI Seventeen measurements were taken on each of the two layers measurements were measured three times. The spacing between the measurements To determine the IRI, a mathematical model proposed by the NLT was 10 m, and the measurements were taken over a total distance according to ASTM E was used, which simulates the of approximately m to avoid using measurements at the begin- suspension and mass of a vehicle travelling along a stretch of high- ning and end of each test section. This model is known as a QCS quarter in each test section of the cement-stabilised natural sub-grade soil car simulation because it represents one-quarter of a four-wheeled and of the cement-treated MixRA sub-base layer. Spanish legislation requires that the IRI index of a section of highway be lower than 1. Table 10 includes the IRI results from each m sub-section. Thus, both test sections comply with the Spanish regulations PG The SD shows that increased dispersion of the results occurred Fig. The lower IRI values occurred in the section where ical performance in terms of adequate compressive strength, MixRA was used. It can be concluded that the cement-treated MixRA and The results of the roughness test indicate that mixed recycled MixRA sub-base layers exhibit acceptable behaviour because aggregates show an adequate durability with values below the highly satisfactory roughness values were obtained at 18 months 1. Therefore, it can be concluded that it is possible to use cement- treated recycled aggregates in the construction of sub-base layers 6. Conclusions of roads, even if they contain a proportion of masonry, suitable processing is performed and the quality of the application is strictly This paper presents the results of an investigation into the use controlled. Consequently, from an environmental and an economic of mixed recycled cement-treated aggregates to build the sub-base point of view, the mixed recycled aggregates are a good alternative and base layers of roads. Prior to the performance evaluation, the to natural materials. Regarding the materi- als themselves, the following differences were found between the natural aggregate and the mixed recycled aggregate: Acknowledgements. SO3 to use these materials in cement-treated pavement layers. Limiting prop- - The investigated mixed recycled aggregates have an adequate erties in the characterization of mixed recycled aggregates for use in the particle size distribution for use in cement-treated pavement lay- manufacture of concrete. Construction and Building Materials ;25 10 : ers. ASTM D ASTM E— Soil Mechanics in pavements engineering. Geotechnique ;46 3 — BS Structural Concrete Instruction. Madrid: Ministry of Development; A comparative study of recycled aggre- gates from concrete and mixed debris as material for unbound road sub-base. Cement and Con- masonry particles. Construction and Building properties. Materials in Buildings and Structures; Lim S, Zollinger DG. Ministry of of cement-treated aggregate base materials. Spanish Instruction of Highway 6. Effects of gradation, composition, and degree of Government of Spain; Topcu IB, Sengel S. Properties of concretes produced with waste concrete aggregate. Transportation Research Record ;— Cement and Concrete Research ;34 8 — Compactation Test. UNE-EN Cement Treated Materials. Test Methods. Tests for geometrical properties of aggregates. Odler I, Colan-Subauste J. Construction demolition wastes, Waelz slag Ettringite Formation. Cement and Concrete Research ;—5. Waste Management ;— Cement treated recycled Demoli- and Concrete Research ;—6. Feasible use of recycled concrete aggregates and crushed Materials ;25 4 —9. Mechanical properties of ;— The contribution of environmental management — Mixtures optimization of cement the Autonomous Community of Madrid Spain. Resources, Conservation and treated demolition waste with recycled masonry and concrete. Materials and Recycling ;50 3 — Structures Waste Management journal homepage: www. Correlation analysis between sulphate content and leaching of sulphates in recycled aggregates from construction and demolition wastes Auxi Barbudo, Adela P. Article history: In some recycled aggregates applications, such as component of new concrete or roads, the total content Received 18 October of soluble sulphates should be measured and controlled. Restrictions are usually motivated by the resis - Accepted 7 February tance or stability of the new structure, and in most cases, structural concerns can be remedied by the use Available online 10 March of techniques such as sulphur-resistant cements. However, environmental risk assessment from recycling and reuse construction products is often forgotten. The purpose of this study is to analyse t he content of Keywords: soluble sulphate on eleven recycled aggregates and six samples prepared in laboratory by the addition of Construction and demolition waste different gypsum percentages. As points of reference, two natural aggregates were tested. An analysis of Recycled aggregate the content of the leachable amount of heavy metals regulated by European regulation was included. As a Soluble sulphate Leaching result, the correlation between solubility and leachability data allow suggest a limiting gypsum amount Heavy metals of 4. Introduction et al. Sulphates are known to react with cement com- ponents in the presence of moisture causing expansive reactions Construction in Mediterranean countries commonly utilises Martin-Morales et al. For this reason, sulphate-resistant large amounts of ceramic material. Naturally, this material also cement should be seriously considered in situations where gypsum ends up in construction and demolition waste CDW de Brito contamination is suspected. Consequently, the Permanent Com- et al. However, the focus of the present work is to crushed concrete originating from natural aggregates NA , cera- analyse the sulphate levels according to environmental aspects, mic material and a small quantity of bituminous particles. However, it should Townsend, Moreover, cement based materials also contain be noted that they exhibit adequate bearing capacities Park, gypsum as setting regulator. Recent studies have also contain hazardous materials such as metals and chemical reported that in the Los Angeles abrasion test all of the attached components that can contaminate the environment. When these mortar of recycled concrete aggregates is powdered, apart from materials are used in road construction, rainwater, surface water the abrasion suffered by the NA. In addition, high variation in properties due ment Van der Sloot et al. Therefore, to different origins and the different processing systems in the the content of harmful compounds in RA must be low and the treatment plants Hendricks and Jansen, require that their leaching behaviour of these elements should be acceptable for use in construction is carefully designed Tam and Tam, Thus, the potential environmental risk. European materials with high bituminous particle percentage A1 and A2 authorities require that the environmental risk caused by the recy- and six materials with varying ceramic particle content M1, M2, cling of CDW is kept as low as possible. Prior to the completion of laboratory tests, a sample of agement of CDW in EU member states was described. Therefore, kg was collected for each material in accordance with Standard for civil applications where the material is placed in direct contact UNE-EN They were homogenised and reduced in the labora- with the environment e. Besides the pre- been raised by regulators regarding the chemical characteristics viously described materials collected from treatment plants, six of the material and the potential environmental risk. To this end, materials Xi samples were produced in the laboratory in order the chemical composition of the RA must be adequately character- to observe the effect of gypsum content on potential contamina- ised Jang and Townsend, These were prepared by adding different percentages of gyp- When high gypsum amount is present in the RA, sulphate may sum type C6 EN previously hydrated and crushed to the leach, resulting in elevated concentrations. Under anaerobic condi- reference material C1 Table 1. Hydrogen sulphide H 2S is a weak acid which dissociates to hydrogen bisulphide a soluble gas that may volatil- 3. Experimental methods for the assessment of contaminant ise from the aqueous solution into the gas phase. Concentrations potential of a few tenths of a milligram per litre in the aqueous phase cause noticeably objectionable odours and tastes Pomeroy and Cruse, In the following, the potential for pollution due to the dissolu- All tests were performed with the crushed material passed In particular, the presence of sulphates in drinking water would All tests were performed with magnetic stirring except for the have cathartic effect in humans when it is present in excessive leaching test, which was conducted with agitation by end over amounts Sawyer et al. For this reason, many European end rotation system. This parameter is useful 3. Solubility tests: water-soluble sulphates UNE and acid- to determine whether a contaminant is present in drinking water soluble sulphates EN in concentrations that may be harmful to any ecological receptor. Nowadays, limitations on the application of these recycled To analyse the solubility of sulphates in water, the standard aggregates are mainly mechanical, but as seen above, the main UNE was performed. It consists of a quantitative analysis misgiving in this sector is its potential environmental contamina- by which sulphates are dissolved in an aqueous solution. The solu- tion. With all this in mind, the present study is focused onto relate tion is shaken and the sulphates are dissolved with a barium chlo- both concepts, through the relationship between soluble sulphate ride solution. For the measurement of acid-soluble sulphates by levels mechanical matter of these aggregates and leached sul- the EN method, they are extracted by a similar procedure phates pollution capacity by EN For this, thirteen aggregates came from different CDW process- Both methods to measure the solubility are determined gravi- ing plants distributed across Andalusia Spain were studied. The solubility and leachability data were correlated with each 3. Thus, in order Once the solubility of the sulphate ion had been analysed, the to provide to managers of CDW plants an easy estimation of the leaching behaviour was studied, as it is described below. Leaching pollutant potential of their products according to the composition, tests provide the contaminant level of an element that may be re- the maximum percentage of restrictive constituents such as gyp- leased due to the long term effects of natural water rain, ground- sum and ceramic particles, were determined. Due to rium conditions. Equilibrium-based producers. This method involves stirring the solution in two steps. Table 1 Table 3 Composition of recycled aggregates Xi prepared in laboratory by addition of hydrated Soluble sulphates of aggregates. In both stages, the samples were M4 0. The test is performed at natural pH. Elemental concentra- served e. The analysis 0. According to that European document 4. According to the data obtained by the compliance test Table 5 , the concentration on leachates of the elements Hg, Pb and Cd were 4. Analysis of results negligible and inferior to the detection limit 20 ppb. For this reason, they are not included in Table 5. Otherwise, high amounts of sulphates crushed clay brick was much higher than the content of the mixed were observed in the Xi samples prepared in the laboratory with a aggregates with a low amount of gypsum M2 and M4 and also high percentage of gypsum particles X1, X2, X3 and X4. According to this reasoning, the M1 material showed 1. In addition, the effect of high gypsum par- gypsum. In order to evaluate the pollutant potential according to the relation to the concentration of acid-soluble sulphates EN European regulation, the concentrations of the leachates from the 1. Thus, Table 6 shows water-soluble sulphates in all cases. In this times may damage concrete structures. This suggests that if a and N2 and the recycled aggregates from crushed concrete C1 material does not contain water-soluble sulphates, the material and C2 , which were designated as inert materials. The relationship between the percentages of acid-soluble sulphates 4. The relationship between the percentages of gypsum and the and water-soluble sulphates water-soluble and acid-soluble sulphates. In both cases, the concentration of. Footnote: n. Correlation between percentages of water-soluble sulphates vs. Correlation between percentages of gypsum vs. How- with clinker minerals, forming a protective layer of calcium sul- ever, correlations with the other parameters concrete and mortar, pho-aluminates e. These correlations dem- mineral phase Conner, When the equi- send, The despicable differences tent. This is supported by the high level of sulphate observed from proves that after the solubility equilibrium, chemical factors dic- the ceramic material B and from the recycled aggregates M5 and tates the leaching not the sulphate content. The natural aggregates N1 and N2 also exhibited soluble sul- phates, though perhaps not at relevant levels, as shown in Table 3. The relationship between the solubility and leaching of sulphates. The relationship between the percentages of gypsum and the It was observed that the concentration of sulphates in leaching amount of sulphates leached was similar to that of the water-soluble sulphates for most of the tested materials. Other components contribute to the leaching dissolution. The sulphate species from concrete and mortars originate that each unit of leached sulphates is equivalent to 0. The addition is made in soluble sulphates. Gypsum undergoes rapid reactions tions imposed by the batch testing of the dissolution Galvín. Correlation between percentages of Gypsum vs. Correlation between sulphates leached vs. These are known to be more aggressive and prolonged These sulphates can have different sources: natural aggregates, than the conditions of a solubility test. This differs greatly from the limit sug- The solubility equilibrium was reached for gypsum additions gested by Vegas et al. Thus, despicable differences, were observed in the content according to the stability of unbound layers on the amount of sulphate leaching from the materials with 5, 7. In addition, the met- sum which would comply with the European restrictions for als Cd, Hg and Pb were not released at the aqueous solution by any water-soluble and acid-soluble sulphates are 4. These amounts are much higher than those In conclusion, the usual limits for soluble sulphates are derived proposed by Vegas et al. For this reason, it may be argued that recycled aggregates with less than 4. It will allow them to identify the approximate potential sulphate levels using only the gypsum amount of the RA produced. Baedecker, P. Effects of acidic deposition on the erosion of carbonate stone-experimental results from 5. Mechanical behaviour of non-structural The reuse of CDW requires the consideration of the potential concrete made with recycled ceramic aggregates. Cement Concrete Comp. Centro de Publicaciones del Ministerio de Fomento, The presence of sulphur compounds could cause not only stabil- Madrid. In: water. High concentrations of these compounds could seriously af- Spence, R. Sulphate-based prod- Dean, J. Dijkstra, J. Oxford 22, — This value, in turn, corresponds to 1. EN — Tests for chemical properties of aggregates. Characterisation of waste Leaching Compliance test for leaching Park, T. Application of construction and building debris as base and subbase of granular waste materials and sludges Part 3: Two stage batch test at a liquid materials in rigid pavement. AWWA 61 12 , a particle size below 4 mm. Galvín, A. Comparison of batch leaching Poon, C. Waste Manage. Oxford 32, 88— Garrabrants, A. Oxford 24 1 , 19— Roussat, N. Concretes with aggregates from hazardous demolition waste. Oxford 28, — Sawyer, C. The Chemistry for Environmental Jang, Y. Sulphate leaching from recovered construction and Engineering, 4th Ed. Tam, V. Crushed aggregate production from centralized Kim, A. Leaching methods applied to CUB: standard, regulatory and other. Products, St Petersburg, FL. UNE Quantitative analysis of soluble sulphate content of a soil. Kosson, D. Integration of testing protocols for evaluation of Van der Sloot, H. Developments in the characterisation of waste materials for environmental 71, — Kucera, V. Direct and indirect air pollution effects on materials Van der Sloot, H. Water Air Soil Poll. Comparison data obtained from laboratory-scale testing, lysimeter studies and pilot scale of the release of constituents from granular materials under batch and column monitoring. Vegas, I. Pre-normative Martin-Morales, M. Characterization of recycled aggregates construction and demolition waste for Constr. Construction demolition wastes, Constr. Characterisation and for road construction. Environmental quality assurance system for use of crushed mineral demolition Molenaar, A. Effects of gradation, composition and wastes in road constructions. Oxford 20, — Only a few days remain until the beginning of the event and our stand, even bigger than those in the previous editions, will house our HEXA machine that represents the last generation of rotor straightening, cutting and bending systems. We will also entertain the many visitors by means of special visual effects. 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These countries have two type of deficits - budget and trade deficits. Until years ago, all Euro countries had similar budget deficits. But in last years, the countries in crisis are facing trade deficits as well as significant budget deficits.

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Domestic and foreign banks operating in these countries invested heavily in non-productive sectors. These banks invest to get maximum return and get it in risky markets -- trading, finance, and real estate. Following such types of investments the economies of these countries boomed, keeping budget deficits in check.

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After the Great Recession nearly all the Western countries suffered from the Sobha developers ltd en citas en Bangalore of the collapse in real estate which caused an increase in budget deficits, but the countries in crisis for an example, US and PIIGS in Europe are affected the most due to losses of jobs and of revenue collection.

Due to pressure from the IMF, countries are now being forced to pay foreign investors who made loans to private sector operators and this is causing a further increase in budget deficits.

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Susmit Kumar s new book Karma, Mind, and Quest for Happiness iUniverse, The brain is the center of the nervous system in all vertebrate, and most invertebrate, animals, including humans. For an example, humpback whales, great apes like chimps and orangutans and dolphins have human brain cells and they can think.

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The difference between a human brain and the brains of other creatures is that the human brain has several capabilities that others do not have. Ours is the most advanced brain of all.

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According to David Linden, a professor of neuroscience at Johns Hopkins University: Just as the mouse brain is a lizard brain with some extra stuff thrown on top, the human brain is essentially a mouse brain with extra toppings. Note: This article is from my book Casino Capitalism published early this year.

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One of the main reasons for this economic crisis was imports of luxury items during the late s under the Rajiv Gandhi administration. India had to airlift sixty-seven tons of its gold reserves to London as collateral in order to get 2.

In addition, India had to liberalize its economy and sell several of its profit-making public firms at Sobha developers ltd en citas en Bangalore prices to US firms such as Enron.

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The trade deficit of India is increasing every year. In just eight years, the trade deficit of India quadrupled from 28 billion in the 5 April through March financial year to billion in the April through March financial year.

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{INSERTKEYS} India s trade deficit with China has increased from 9. On the other hand, the trade surplus of China increased from billion in to Sobha developers ltd en citas en Bangalore high of billion in Since reaching a record high intrade surplus of China has dropped to about billion a year due to the global economic crisis. Due to the rise in investments in commodity markets, the global prices of commodities such as gas, corn, wheat, rice, and potatoes are going through the roof.

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These prices are not determined by demand and supply but by investors, who in almost all cases do not take physical possession of these commodities, except maybe precious metals, at all. In mid, the gold price was up by 40 percent from a year earlier.

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Although analysed. In this paper, this analysis was Table 9 shows the highly dispersed results that were obtained for the four used to quantify the relationship between a mechanical behav- groups, with a minimum value of 36, for the case of N4. Https://tv-r.surveyarticles.online/rss-2020-04-13.php maximum value ob- iour variable and several variables of the composition test.

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If we have two sets of variables, XXTherefore, this is a special type of multiple of recycled aggregates on their mechanical behaviour, three types correlation. Results and discussion 8.

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Simple linear correlations 4 4. Correlation between percentage of mortars and stones vs.

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Therefore, in order for this analysis to be considered as Fig. Correlation between percentage of ceramic particles vs.

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Thus, the two following correlations were found: 4 — Percentage of mortar particles and natural aggregates vs. In the Fig. Correlation between percentage of gypsum vs.

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Table 10 P-Values and R2. Simple correlation between composition variables and characterisation variables.

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Concrete and Stone Ceramic particles Gypsum Bituminous. Water absorption 0.

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With respect to the C. Correlation between percentage of concrete and stones vs.

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Los Angeles iii gypsum G and iv asphalt and other bituminous particles B. Nevertheless, sion line of Fig. For that reason, there is no graphical representation.

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Canonical correlations 4. Correlation between composition and mechanical properties variables The results obtained for this analysis are shown in Table It is Table 11 shows the results of the statistical analysis of the com- observed that three canonical correlations 1, 2, 3 in Tables 13—15 position and mechanical properties variables. Table 11 P-values and R2.

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Simple correlation between composition variables vs. Concrete and stone 0.

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Table 12 the C. Simple correlation between composition variables and behav- components of the recycled aggregates. Index Concrete and stone —0.

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Conclusions Ceramic particles 0. Number Eigenvalue Canonical correlation P-Value 1.

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However, in the coarse 2 0. Higher coarse fraction density corresponds to natural aggre- Table 14 gates, followed by recycled concrete aggregate, mixed and cera- Importance of canonical composition variables. Thus, the soluble sulphate Ceramic particles 2.

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The highest values of sulphate were found in some of the materials that were not subjected to a process of selection and removal of large impurities. With increasing content of masonry, the optimum moisture content increases and maximum dry density decreases.

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In addition, this study reveals that among recycled aggregates, The regression analysis concludes that, even though this corre- concrete aggregates have greater resistance to abrasion. The remain- position of the recycled aggregates obtained according to the ing materials have slightly higher values, but in no case exceed On the other hand, statistical analysis shows low correlation values.

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Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties.

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Use of recycled concrete aggregate in high- addition, there is no relationship between groups of variables strength concrete. Mater Struct ;— Structural concrete with incorporation of coarse recycled formed by the constituents of recycled aggregates and the results concrete and ceramic aggregates: durability performance.

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Mater Struct of the three tests of click studies. As a result, the constituents ;— This fact Characterization of recycled aggregates construction and demolition waste for concrete production following the Spanish Structural Concrete Code EHE- can be caused by Sobha developers ltd en citas en Bangalore reasons: Constr Build Mater ;—8.

Mechanical behaviour of non-structural — The high variability in the characteristics of studied recycled concrete made with recycled ceramic aggregates.

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Cem Concr Compos ;— Construction demolition wastes, tion of the constituents should be carried out, for instance, a Waelz slag and MSWI bottom ash: a comparative technical analysis as material subdivision of ceramic materials crushed brick, glazed ceramic, for road construction. Here Manage ;— Effects of gradation, composition, and degree etc.

Transport Res Record ;— As the aggregates studied come from different [11] Park T.

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Application of construction and building debris as base and subbase materials in rigid pavement. J Transport Eng ;— Alternative materials in roads construction. Ed Thomas Telford very different particle sizes, which can affect their mechanical Publishing; Test of recycled concrete aggregate in accelerated test track.

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Constr Build Mater ;—7. Removal of cement mortar remains from recycled aggregate using pre-soaking approaches.

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Resour, Conserv Recycl tices to improve the quality of recycled aggregate. Therefore, ;— Resour, Conserv Recycl ;— recycled aggregates can be used directly as the sub-base in road Waste Manage ;—8.

Use of recycled materials in constructions.

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Mater Struct ;—8. Multivariate analysis. Academic Press; Acknowledgement — Using multivariate statistics.

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Boston: Pearson The authors wish to thank Sacyr and Epremasa, for support for International edition; Demolition and reuse of concrete and masonry: guidelines for demolition and reuse of concrete and masonry. Use of aggregates from recycled construction and demolition waste in concrete.

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Resour, Conserv Recycl ;— Concepts for reuse and recycling of [23] Brito J. Crushed aggregate production from centralized combined proportions of natural and recycling aggregates.

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Constr Build Mater ;— Linear algebra and linear models. Springer; Resources, Conservation and Recycling 58 98— Contents lists available at SciVerse ScienceDirect.

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Resources, Conservation and Recycling journal homepage: www. Article history: In Spain, the use of recycled aggregates RA in the construction of road sub -bases and embankments Received 17 September is growing.

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Some authors have studied the possibility of using RA in applications with a higher added Received in revised form 1 November value, such as the construction of untreated granular sub-bases. However, there is little research on Accepted 4 November the properties and behaviour of mixed RA treated with cement when used in actual projects as a base for paving roads.

Link paper includes an investigation of the source of Sobha developers ltd en citas en Bangalore construction and demoli - Keywords: tion waste used in RA, the processing plant for the production of RA that manufac tures the material Construction and demolition wastes treated with cement, and the actual use of RA in a construction project as the sub-base of a motor- Mixed recycled aggregates Sub-base way access ramp.

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Some authors have studied the possibility of using these recycled materials in the laboratory, but there are few studies based on real uses of RA from construction and demolition waste CDW in roads. Both the volume of waste that goes into land- ; Xuan et al.

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One type is concrete recycled aggregates ments and compacted layers on sub-grades. The other type is mixed recycled aggregates higher added value, such as the construction of untreated granular MixRAwhich contains varying percentages of concrete, masonry, sub-bases Vegas et al. Cement treated granular materials have been used as semi- The CRA are in higher demand and can be used in higher rigid base course for road sections.

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Their mechanical properties value-added applications, as the coarse fraction can be used in the have been studied in order to be applied in structural designs Lim click of structural concrete Poon et al. Consequently, and mechanical behaviour of MixRA treated with cement when used as road sub-bases or bases in actual civil works.

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Xuan et al. Agrela et al.

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Concrete natural aggregate Therefore, the purpose of this study is to assess the behaviour of two MixRA through laboratory testing and with Sobha developers ltd en citas en Bangalore tal sections and to compare them with a natural aggregate; all aggregates were treated with cement. We studied the proper- ties of two MixRA and a natural aggregate NA in the laboratory to prove their feasibility in a real application, as cement-treated aggregates used as a road sub-base.

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In Septembertwo sec- tions of an access ramp to a motorway located in Malaga, Spain were constructed. Several tests were conducted to evaluate their Fig.

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Materials 2. CDW processing 3.

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The properties of the cement are shown in their constituents — crushed concrete CC and crushed masonry Table 2. The percentages by weight of the residues that comprise each type of CDW are included in Table 1.

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These percentages 3. Natural aggregate NA were obtained by separating and weighing the different types of residues.

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The natural aggregate was obtained by crushing slate. Its proper- The concrete waste consisted of large concrete blocks of dif- ties are summarised in Table 3.

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The curve of the sizes of the natural ferent origins. The masonry waste came from the demolition aggregate is close to the lower grading limit, which means that the of a building in Malaga in southern Spain.

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As can be seen in NA has an excess of coarse particles. Recycled aggregates and plastic, which were separated before reaching the processing plant. The MixRA materials.

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A pre-screening size of 25 mm was Fig. According to PG-3.

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Density SSD 0. Results of experimental tests performed in the laboratory.

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It is CDW before it is processed and the RA because of the pre-screening important to control the sulphate content to avoid exceeding the process that is used to eliminate impurities. This process caused a admissible limits by selecting the residue at the source and using reduction in some components of the RA; in particular, both types an appropriate treatment in the processing plant. Comparison of individual aggregate properties However, because the three materials meet the requirement set by the Spanish regulations, they were used as granular material in a The NA had the highest density value, followed by MixRA sub-base layer treated with cement.

This type of aggregate is lighter than the recycled concrete aggregate, and the Sobha developers ltd en citas en Bangalore has reduced water absorption com- 4.

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Laboratory testing pared with the two recycled materials Agrela et al. These differ- ing plant. In the laboratory, the materials were homogenised and ences are primarily due to mortar adhesion and to ceramic particles quartered, and the following tests were performed.

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The equivalent sand value and 4. This indicates it is is practically zero.

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The results indicate three materials. The values of dry density and optimum moisture are presented in Table 5.

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It is very important to note that the optimum compaction mois- ture content is higher in the recycled materials than in the natural materials. This is caused by the higher porosity found in RA, espe- cially in mortar and in masonry materials.

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Vibrating hammer time. The compaction time was calculated using a vibrating Kango hammer with a mass of 10 kg, a ram steel of 3.

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Particle size distribution compared with the granulometric limits. General view of the test sections. The compaction times with the vibrating hammer were similar for each material, as shown in Table 5.

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Experimental performance and tests. Period of workability time 5.

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Description of test sections. This period refers to the of MixRA as the cement treated sub-base.

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From the completion of the This research was conducted in the New Round West of Malaga soil—cement mixture homogenisation until the mixture was com- in September The location https://inf-o.surveyarticles.online/article-2019-11-04.php Connection Road C with pacted with the vibrating hammer into three layers, the workability Mediterranean motorway A-7 Fig. This indicates that the materials should be Transport Infrastructure.

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Above the dled transported, spread and compacted within the workability improved sub-grade, a cm-thick sub-base was applied that was time of min. This material recommended for future projects if the time needed for transporta- is known as Soil Cement SC40 PG in the Spanish regula- tion, spreading and compaction exceeds the period of workability.

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Compressive strength at seven days The soil—cement mixture was prepared in a mobile continuous production plant situated m from the test sections, and it was After the mixture was made with a mechanical mixer, the transported in ton trucks. The imately one-third of the height of the mould.

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Each of these three compaction was performed with a ton vibratory roller and a layers was compacted with a vibrating hammer for the length of the ton pneumatic tyre roller until the appropriate density was previously calculated times; the hammer was pressed with a force achieved. After approximately 20 h, the soil—cement specimens were To control cracking in the layer of cement treated material has de-moulded and stored in a moist chamber following the standard been used a pre-cracking Sobha developers ltd en citas en Bangalore Fig.

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The rial at the end of compaction. This furrow was performed applying average compressive strength 3 tests was 3. These men emulsion.

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Cross section of the road. Pre-cracking equipment.

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These transverse cracks were created every 4 m, and the depth D The results for each test section are included in Table 7. The average dry density, moisture content and degree of compaction 5.

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Experimental test on real application were 2. A group of experiments was performed on each of the three test In the test section with MixRA, a lower degree of compaction sections to control the quality of the application and the mechanical was achieved because it was compacted with a moisture content behaviour and durability of the materials applied.

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Table 6 provides lower than the optimal value. The day of construction of the The standard deviation SD of each variable was also calculated. Meanwhile, MixRA and the NA had the lowest values of this statistical func- tion, which indicates that they were applied more evenly.

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Table 6 Overview of experiments using sections of road. The material was collected laboratory in bags and transported to the laboratory, where specimens were Compressive strength.

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EN 28 fabricated by achieving the adequate degree of compaction with Evaluation by testing of cores a vibrating hammer to test compressive strength. Mean 2.

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Specimens compacted in 3 2. The average compres- The compressive strength of mixed aggregates treated with sive strength values are included in Table 8, and Fig.

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MixRA treated with cement has a somewhat greater the specimens compacted in the laboratory, due to higher dry strength 3. Therefore, it can These compressive strength results can be considered satis- be concluded that the application of the cement-treated MixRA factory, and they are in accordance with results obtained by materials was adequate and that their mechanical behaviour was Xuan et al.

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The lower density observed for MixRA does not greatly affect the mechanical behaviour of materials treated with cement because the compressive strength achieved was appropriate, as seen in other studies Xuan et al. The purpose of this test was to determine the vertical deformation under a load of Compressive strength evolution.

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The stabilised soil in section NA has a SD equal to This indicates that the cement-stabilised sub-grade soil layers of MixRA were more homogeneous. Test section with NA.

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The results of equivalent modulus were included in Table 9 The sub-base layer should improve the resistance to deforma- tion by impact force compared with the resistance of the underlying sub-grade layer. Test section with MixRA The construction of the sub- soil.

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SD — cement stabilised soil A com- Equivalent modulus cement The data were taken every 25 mm of displacement throughout the m of each test section. The IRI Seventeen measurements were taken on each of the two layers measurements were measured three times.

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The spacing between the measurements To determine the IRI, a mathematical model proposed by the NLT was 10 m, and the measurements were taken over a total distance according to ASTM E was used, which simulates the of approximately m read article avoid using measurements at the begin- suspension and mass of a vehicle travelling along a stretch of high- ning and end of each test section.

This model is known as a QCS quarter in each test section of the cement-stabilised natural sub-grade soil car simulation because it represents one-quarter of a four-wheeled and of the cement-treated MixRA sub-base Sobha developers ltd en citas en Bangalore.

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Spanish legislation requires that the IRI index of a section of highway be lower than 1. Table 10 includes the IRI results from each m sub-section. Thus, both test sections comply with the Spanish regulations PG The SD shows that increased dispersion of the results occurred Fig.

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The lower IRI values occurred in the section where ical performance in terms of adequate compressive strength, MixRA was used. It can be concluded that the cement-treated MixRA and The results of the roughness test indicate that mixed recycled MixRA sub-base layers exhibit acceptable behaviour because aggregates show an adequate durability with values below the highly satisfactory roughness values were obtained at 18 months 1. Therefore, it can be concluded that it is possible to Sobha developers ltd en citas en Bangalore cement- treated recycled aggregates in the construction of sub-base layers 6.

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Conclusions of roads, even if they contain a proportion of masonry, suitable processing is performed and the quality of the application is strictly This paper presents the results of an investigation into the use controlled. Consequently, Sobha developers ltd en citas en Bangalore an environmental and an economic of mixed recycled cement-treated aggregates to build the sub-base point of view, the mixed recycled aggregates are a good alternative and base layers of roads.

Prior to the performance evaluation, the to natural materials. Regarding the materi- als themselves, the following differences were found between the natural aggregate and the mixed recycled aggregate: Acknowledgements.

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World Wars I and II were necessary to change global socio-economic and political environments of those times. Had those wars not occurred, much of Europe might still be ruled by monarchs, and most Asian and African countries might still be awaiting independence from their colonial masters. At the end of this crisis, the majority of Islamic nations will become secular and democratic, like Turkey: the world seat of the Islamic Caliphate since , Turkey shed its fundamentalist rule in and has remained free ever since. In addition to undergoing secularization, Muslims worldwide will start to follow the spiritual aspects of Islam more than its social and militant aspects and Sharia. This is reply to an Indian Muslim who wrote to Dr Kumar that India should continue to have religion-based civil code. Yes, you have a valid point about common code, i. Why do not you ask for this in India, i. Sharia discriminates against non-Muslims. People like you are taking advantage of secular democratic system. If you Muslims are in power or in majority, you will enforce sharia laws on non-Muslims also and will not give them freedom of religion because your Sharia does not give legally any freedom to non-Muslims - a non-Muslim can not even represent himself in a sharia court. On the other hand, if you are in minority, then you will shout Freedom of Religion Freedom of Religion. Once these top leaders were gone Jinnah died in , Khan was assassinated in , Pakistan became leaderless politically and the Pakistani army generals took over the country. The US supported these dictators and hence democracy could not take deep roots there. In all wars it has fought, the United States claims to be fighting for freedom and democracy. However, in all its Cold War battles it did not hesitate to deal repeatedly with military dictators instead of democratically elected leaders as they tend inevitably towards a socialist or participatory style of government. After the end of the Cold War, almost all countries are leading towards the path of peaceful democratic states, barring a few such as Pakistan and Afghanistan. Reaganomics is the biggest fraud created in the history of the United States. Not only did it create large debts, it also transferred money from the middle class to the richest 2 percent. Without the Bretton Woods Agreement, which made the US dollar the global currency, Reaganomics would have died in its infancy. Reaganomics was paid for initially by Japan during the s to the early s, and thereafter mainly by China, which is a potential enemy of the United States. Yoonla Marketing 2 Finalizado left. Traductora, translator. Intérprete, interpreter. Chino Simplificado China Transcripción Traducción. 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En la evaluación del impacto para diferentes escenarios, el aspecto fundamental a tratar es la liberación de contaminantes en función del tiempo, durante la fase del ciclo de vida bajo consideración, basados en resultados de ensayos de laboratorio, y verificados con observaciones de campo. Los ensayos de lixiviación que se usan para evaluar el impacto ambiental, deberían proveer una base para la predicción a largo plazo, siendo conscientes de que una relación entre condiciones de laboratorio y condiciones de campo, no puede alcanzarse. Esta fase pretende obtener los objetivos numerados del 1 al 2 del apartado anterior, y los resultados de ésta se muestran en el primer artículo titulado "Statistical analysis of recycled aggregates derived from different sources for sub-base applications". Estos fueron tratados con cemento para su aplicación como suelo-cemento en carreteras, ya que se consideró que iba a ser el uso que poseía un mayor valor. El objetivo 4 es el pretendido, y en el tercer artículo adjuntado como "Correlation analysis between sulphate content and leaching of sulphates in recycled aggregates from construction and demolition waste", se muestran los resultados obtenidos en esta fase. Autores: A. Barbudo, F. Agrela, J. Ayuso, J. Jiménez, C. Poon Revista: Construction and Building Materials 28 Autores: F. Agrela, A. Barbudo, A. Ramírez, J. Ayuso, M. Carvajal, J. Jiménez Revista: Resources, Conservation and Recycling 58 Galvín, F. Índice de impacto de la revista: 2. Construction and Building Materials journal homepage: www. Statistical analysis of recycled aggregates derived from different sources for sub-base applications A. Barbudo a, F. Ayuso a, J. Jiménez a, C. Article history: One of the main applications of recycled aggregates is the construction of sub-bases for roads as unbound Received 2 February materials, substituting for natural aggregates. For this application, recycled aggregates obtained from Received in revised form 7 July crushed concrete are mostly used. Nevertheless, in the Mediterranean area, a large amount of mixed Accepted 18 July concrete plus masonry recycled aggregates is produced, making it advantageous to investigate the pos- Available online 4 October sible applications of this type of material, which has a highly variable composition. This work is focused on studying the possible relationship between different constituents of recycled Keywords: aggregates and their mechanical behaviour for possible application in roads. To meet this goal, 31 types Recycled aggregates of aggregates have been studied four natural and 27 recycled from 11 different treatment plants. The obtained results were analysed using the standard statistical tests ANOVA and simple and multiple linear correlation analysis. All rights reserved. Introduction materials, which also end up in construction and demolition waste CDW [8]. The main feature of these duce the energy used in production [1]. The replacement of natural aggregates is the large variability of their properties due to their aggregates by recycled aggregates, totally or partially, has been different sources and to the different processes in the treatment and is currently being studied in several investigations. The plants in which they are produced [18]. In addition, they also have larger quantities of gypsum in mortars [14,15]; or in seawall foundations [16]. For example, the Spanish Struc- Proctor test [10]. It usage in roads. However, the architecture of Mediterra- easy testing methodology, which could be performed in situ at nean countries commonly utilises large amounts of ceramic the treatment plant. For this purpose, 31 materials were studied in this work. They E-mail address: fagrela uco. Barbudo et al. The materials studied were classi- als. Natural aggregates N : the materials obtained from massive consoli- dated rock crushing. Group 2. These were obtained from - tain whether or not there are correlations between these proper- crushed concrete of different qualities. These materials came from a mix- obtained results, and an analysis comprising simple and multiple ture of concrete and masonry. Group 4. These were obtained primarily from crushed masonry. This fact would make possible to estimate the behaviour of different types 2. Manual separation of the recycled aggregate components was carried out on particles of over 4 mm in size EN to obtain the results shown in Table 2. Thirty-one materials were studied in total. Four of the materials were well- 2. The recycled aggregates were obtained from 11 CDW treatment plants sited same as that of normal aggregate. In Tables 3—6, it can be observed that all the in different provinces of Southern Spanish territory. However, there were large differences between the all came from stationary plants, except for B1 and B4, which came from the mobile samples, which may lead to discrepancies in some of the correlations that will be plant number 5. In all cases, a pre-treatment was employed in order to remove large impurities, manually or mechanically, and an electromagnetic separator was used to allow the 2. Determination of particle density and water absorption UNE-EN rejection of metal impurities in the material. Only in some cases was there a plastic blower Table 1. Before the crushing, a pre-screening was often used to Table 7 shows the results of the pycnometer test, for particles in the size range reject the fraction of particles with sizes in the range of 0—10 mm. A secondary of 0. For the interpretation of results, a Statgraphic pro- crushing was only applied in a few cases. The best particle distribution shape is usu- gram was used. The program is based on analysis of variance ANOVA , which is a ally achieved by two different crushing processes, but from an economic point of collection of statistical models and their associated procedures. It provides a test for view, a single crushing process is usually the most practical [4]. If the p-value Once aggregates were stored in stockpiles, the sampling was undertaken in resulting from the F-test is greater than 0. C1 Values obtained were between 3. It 2 49 35 21 12 may be noted that this value was much higher than that of the natural aggregates 0. These values were slightly higher 0. With respect to the SSD-density of this fraction, the analysis showed three homogeneous subgroups, one formed by the M and B, another by C and M, and another by N Table 7. Despite the slated natural aggregate N3 , which had the Table 4 lowest average density of natural aggregates group, in most cases except M3, Particle size distribution of concrete recycled aggregates. This may be due to two 20 78 74 86 70 reasons. Chemical analysis. Accord- cated that there were two subsets of homogeneous data: one formed by the cate- ing to Vegas et al. This coincided with statements by sev- and to avoid potential adverse effects due to the presence of sulphates in adjacent eral authors, such as Collins [21] and Bairagi et al. Particle size distribution of ceramic recycled aggregates. On the other hand, Figs. For this reason, repeated tests were carried out, resulting in values that B1 B2 B3 B4 B5 B6 B7 B8 were very similar to those obtained in the original tests and demonstrating that they were not erroneous values but anomalous ones. In the same way, it was ob- 40 93 94 served that these high percentages correspond to the same samples, M12 and B6, 25 84 84 95 81 94 92 84 89 which were taken at the same recycling plant, suggesting an inadequate treat- 20 79 76 87 73 84 88 77 83 ment process. In this 2 35 29 24 29 25 46 30 21 way, the N group was the one with the lowest percentage mean value equal to 0. The presence of sulphates might be due to 0. It shows the need for different processing methods at the Table 8 shows the results obtained for the content of acid-soluble sulphates CDW treatment plants to remove these undesirable materials. M1 Boxplots showing water-soluble sulphates content. Boxplots showing acid-soluble sulphates content. On the other A The results are shown in Table 8. A second crushing typically leads to rounder The results obtained in the tests are shown in Table 9. A lower Los Angeles coef- and less sharp particles. In this case, differing results were obtained displayed a mean value of N1 17 5. C1 34 M1 37 B1 37 Compaction test. For both variables, there are three homogeneous groups. There are several had a lower optimum moisture 6. In this case, each of the variables for the composition test mortar and stones, ceramics, 2. Although analysed. In this paper, this analysis was Table 9 shows the highly dispersed results that were obtained for the four used to quantify the relationship between a mechanical behav- groups, with a minimum value of 36, for the case of N4. The maximum value ob- iour variable and several variables of the composition test. If we have two sets of variables, X , X , Therefore, this is a special type of multiple of recycled aggregates on their mechanical behaviour, three types correlation. Results and discussion 8. Simple linear correlations 4 4. Correlation between percentage of mortars and stones vs. Therefore, in order for this analysis to be considered as Fig. Correlation between percentage of ceramic particles vs. Thus, the two following correlations were found: 4 — Percentage of mortar particles and natural aggregates vs. In the Fig. Correlation between percentage of gypsum vs. Table 10 P-Values and R2. Simple correlation between composition variables and characterisation variables. Concrete and Stone Ceramic particles Gypsum Bituminous. Water absorption 0. With respect to the C. Correlation between percentage of concrete and stones vs. Los Angeles iii gypsum G and iv asphalt and other bituminous particles B. Nevertheless, sion line of Fig. For that reason, there is no graphical representation. Canonical correlations 4. Correlation between composition and mechanical properties variables The results obtained for this analysis are shown in Table It is Table 11 shows the results of the statistical analysis of the com- observed that three canonical correlations 1, 2, 3 in Tables 13—15 position and mechanical properties variables. Table 11 P-values and R2. Simple correlation between composition variables vs. Concrete and stone 0. Table 12 the C. Simple correlation between composition variables and behav- components of the recycled aggregates. Index Concrete and stone —0. Conclusions Ceramic particles 0. Number Eigenvalue Canonical correlation P-Value 1. However, in the coarse 2 0. Higher coarse fraction density corresponds to natural aggre- Table 14 gates, followed by recycled concrete aggregate, mixed and cera- Importance of canonical composition variables. Thus, the soluble sulphate Ceramic particles 2. The highest values of sulphate were found in some of the materials that were not subjected to a process of selection and removal of large impurities. With increasing content of masonry, the optimum moisture content increases and maximum dry density decreases. In addition, this study reveals that among recycled aggregates, The regression analysis concludes that, even though this corre- concrete aggregates have greater resistance to abrasion. The remain- position of the recycled aggregates obtained according to the ing materials have slightly higher values, but in no case exceed On the other hand, statistical analysis shows low correlation values. Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties. Use of recycled concrete aggregate in high- addition, there is no relationship between groups of variables strength concrete. Mater Struct ;— Structural concrete with incorporation of coarse recycled formed by the constituents of recycled aggregates and the results concrete and ceramic aggregates: durability performance. Mater Struct of the three tests of behavioural studies. As a result, the constituents ;— This fact Characterization of recycled aggregates construction and demolition waste for concrete production following the Spanish Structural Concrete Code EHE- can be caused by several reasons: Constr Build Mater ;—8. Mechanical behaviour of non-structural — The high variability in the characteristics of studied recycled concrete made with recycled ceramic aggregates. Cem Concr Compos ;— Construction demolition wastes, tion of the constituents should be carried out, for instance, a Waelz slag and MSWI bottom ash: a comparative technical analysis as material subdivision of ceramic materials crushed brick, glazed ceramic, for road construction. Waste Manage ;— Effects of gradation, composition, and degree etc. Transport Res Record ;— As the aggregates studied come from different [11] Park T. Application of construction and building debris as base and subbase materials in rigid pavement. J Transport Eng ;— Alternative materials in roads construction. Ed Thomas Telford very different particle sizes, which can affect their mechanical Publishing; Test of recycled concrete aggregate in accelerated test track. Constr Build Mater ;—7. Removal of cement mortar remains from recycled aggregate using pre-soaking approaches. Resour, Conserv Recycl tices to improve the quality of recycled aggregate. Therefore, ;— Resour, Conserv Recycl ;— recycled aggregates can be used directly as the sub-base in road Waste Manage ;—8. Use of recycled materials in constructions. Mater Struct ;—8. Multivariate analysis. Academic Press; Acknowledgement — Using multivariate statistics. Boston: Pearson The authors wish to thank Sacyr and Epremasa, for support for International edition; Demolition and reuse of concrete and masonry: guidelines for demolition and reuse of concrete and masonry. Use of aggregates from recycled construction and demolition waste in concrete. Resour, Conserv Recycl ;— Concepts for reuse and recycling of [23] Brito J. Crushed aggregate production from centralized combined proportions of natural and recycling aggregates. Resour, Conserv Recycl and individual waste sources in Hong Kong. Constr Build Mater ;— Linear algebra and linear models. Springer; Resources, Conservation and Recycling 58 98— Contents lists available at SciVerse ScienceDirect. Resources, Conservation and Recycling journal homepage: www. Article history: In Spain, the use of recycled aggregates RA in the construction of road sub -bases and embankments Received 17 September is growing. Some authors have studied the possibility of using RA in applications with a higher added Received in revised form 1 November value, such as the construction of untreated granular sub-bases. However, there is little research on Accepted 4 November the properties and behaviour of mixed RA treated with cement when used in actual projects as a base for paving roads. This paper includes an investigation of the source of the construction and demoli - Keywords: tion waste used in RA, the processing plant for the production of RA that manufac tures the material Construction and demolition wastes treated with cement, and the actual use of RA in a construction project as the sub-base of a motor- Mixed recycled aggregates Sub-base way access ramp. Some authors have studied the possibility of using these recycled materials in the laboratory, but there are few studies based on real uses of RA from construction and demolition waste CDW in roads. Both the volume of waste that goes into land- ; Xuan et al. One type is concrete recycled aggregates ments and compacted layers on sub-grades. The other type is mixed recycled aggregates higher added value, such as the construction of untreated granular MixRA , which contains varying percentages of concrete, masonry, sub-bases Vegas et al. Cement treated granular materials have been used as semi- The CRA are in higher demand and can be used in higher rigid base course for road sections. Their mechanical properties value-added applications, as the coarse fraction can be used in the have been studied in order to be applied in structural designs Lim manufacture of structural concrete Poon et al. Consequently, and mechanical behaviour of MixRA treated with cement when used as road sub-bases or bases in actual civil works. Xuan et al. Agrela et al. Sobha Limited formalmente Sobha Developers Ltd es una multinacional india de desarrollo inmobiliario con sede en in Bangalore, India. De hecho, la prefabricación es un método de construcción moderno y actualizado que utiliza moldes reutilizables para colar el hormigón. El empleo de esta tecnología ha ayudado a reducir los plazos de entrega y los costes de construcción , haciendo que las viviendas de lujo estén al alcance de las masas. Haga clic en el enlace siguiente para ver la contribución de AWM al proyecto. Heng Yue Cambodia International Co. Crew J. Hunt J. Penney J. Industries LLC J. Fleifel Ind. Kinder Morgan Inc. Cetto L. Moller - Maersk Maersk Line part of A. Tangerang Mutti S. Harris Funeral Homes Inc R. McCarthy R. Reynolds R..

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