USE OF RECYCLED AGGREGATES IN ROAD SUB-BASE CONSTRUCTION AND CONCRETE MANUFACTURING

被引:12
作者
Contrafatto, Loredana [1 ]
Cosenza, Renato [1 ]
Barbagallo, Raffaele [2 ]
Ognibene, Salvo [3 ]
机构
[1] Univ Catania, Dept Civil Engn & Architecture DICAr, Catania, Italy
[2] Univ Catania, Dept Ind Engn, Catania, Italy
[3] L&R Labs & Res Srl, Catania, Italy
关键词
2-STAGE MIXING APPROACH; PLASTIC DAMAGING MODEL; DEMOLITION WASTE; MECHANICAL-PROPERTIES; FLY-ASH; BEHAVIOR; CEMENT; PERFORMANCE; PAVEMENT; MORTARS;
D O I
10.4401/ag-7785
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This paper investigates the use of construction and demolition waste in road embankment and concrete manufacturing. The aggregates are recycled from the demolition waste of a building and in particular from basalt, sandstone, structural concrete and vibrated concrete blocks. The main physical characteristics of recycled aggregates for road applications and the performance of road sub-base layers containing recycled components are determined and validated on the basis of the latest Italian specifications. The study demonstrates that recycled mixes have sufficient mechanical characteristics and are hence suitable in road sub-base construction, even if only limited to minor technical importance works. Moreover, the mechanical properties of concrete mixtures that use recycled aggregates as replacement for natural aggregates are evaluated and compared to those of standard concrete mixtures. Three types of recycled aggregates are considered (structural concrete, basalt, vibrated concrete blocks) at different replacement ratios. A higher percentage of recycled aggregates than the one prescribed by the current legislations can be effectively used in concrete preparation, especially in the case of aggregates derived from crushed basalt waste or from structural concrete manufactured using basaltic fine and coarse aggregates. The effect of natural fine aggregate replacement with recycled fine fractions on concrete is investigated. The results of the experimental program are significant and encourage the use of 100% recycled basalt aggregate in concrete. Therefore, in areas where the use of basalt stone as primary masonry building material is widespread, the reuse of demolition waste is highly recommended.
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页数:18
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共 68 条
[1]   Influence of recycled aggregates on mechanical properties of HS/HPC [J].
Ajdukiewicz, A ;
Kliszczewicz, A .
CEMENT & CONCRETE COMPOSITES, 2002, 24 (02) :269-279
[2]   Evaluation of of various treatment methods for enhancing the physical and morphological properties of coarse recycled concrete aggregate [J].
Al-Bayati, Hanaa Khaleel Alwan ;
Das, Prabir Kumar ;
Tighe, Susan L. ;
Baaj, Hassan .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 112 :284-298
[3]   Using Blends of Construction & Demolition Waste Materials and Recycled Clay Masonry Brick in Pavement [J].
Arisha, Ali ;
Gabr, Alaa ;
El-Badawy, Sherif ;
Shwally, Sayed .
ADVANCES IN TRANSPORTATION GEOTECHNICS III, 2016, 143 :1317-1324
[4]   Statistical analysis of recycled aggregates derived from different sources for sub-base applications [J].
Barbudo, A. ;
Agrela, F. ;
Ayuso, J. ;
Jimenez, J. R. ;
Poon, C. S. .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 28 (01) :129-138
[5]   Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash [J].
Behnood, Ali ;
Gharehveran, Mahsa Modiri ;
Asl, Farhad Gozali ;
Ameri, Mahmoud .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 96 :172-180
[6]   Mechanical properties modeling of recycled aggregate concrete [J].
Bezerra Cabral, Antonio Eduardo ;
Schalch, Valdir ;
Coitinho Dal Molin, Denise Carpena ;
Duarte Ribeiro, Jose Luis .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (04) :421-430
[7]  
Cachim P. B., 2010, CONSTR BUILD MATER, V23, P1292
[8]   Use of recycled aggregates from construction and demolition waste in geotechnical applications: A literature review [J].
Cardoso, Rafaela ;
Silva, Rui Vasco ;
de Brito, Jorge ;
Dhir, Ravindra .
WASTE MANAGEMENT, 2016, 49 :131-145
[9]   Comparison of two forms of strain decomposition in an elastic-plastic damaging model for concrete [J].
Contrafatto, L. ;
Cuomo, M. .
MODELLING AND SIMULATION IN MATERIALS SCIENCE AND ENGINEERING, 2007, 15 (04) :S405-S423
[10]   A framework of elastic-plastic damaging model for concrete under multiaxial stress states [J].
Contrafatto, L. ;
Cuomo, M. .
INTERNATIONAL JOURNAL OF PLASTICITY, 2006, 22 (12) :2272-2300