Reuse of construction waste: Performance under repeated loading

Proceedings of the Institution of Civil Engineers: Geotechnical Engineering

Volumn 157, Issue 2, 2004, Pages 91-96

  Sivakumar, Vinayagamoorthy ^a   McKinley, John D ^a   Ferguson, Douglas ^a  

^a QUEEN'S UNIVERSITY BELFAST   (United Kingdom)

Author keywords

Recycling of materials; Strength and testing of materials; Waste management and disposal

Indexed keywords

CONSTRUCTION; CRUSHING; FRICTION; LOADING; PARTICLE SIZE ANALYSIS; PRESSURE EFFECTS; RECYCLING; WASTE UTILIZATION;

CONSTRUCTION WASTES; ENVIRONMENTAL SENSITIVITIES; FRICTION ANGLES; LOADING CYCLES;

GEOTECHNICAL ENGINEERING;

AGGREGATE; CRUSHING; LOADING TEST; RECYCLING; SHEAR STRENGTH;

EID: 2342434964     PISSN: 13532618     EISSN: None     Source Type: Journal    
DOI: 10.1680/geng.2004.157.2.91     Document Type: Article

References (10)

1. COVENTRY S. AND GUTHRIE P. M. Waste Minimisation and Recycling In Construction: Design Manual. Construction Industry Research and Information Association, London, 1998, CIRIA SP134.
2. EGAN SIR J. Rethinking Construction: The Report of the Construction Task Force to the Department of the Environment, Transport and the Regions. DETR, London, 1998.
3. LATHAM M. Constructing the Team: Joint Review of Procurement and Contractual Arrangements in the United Kingdom. Building Research Establishment, Watford, 1994, BRE Construction Industry Final Report.
4. DEPARTMENT OF THE ENVIRONMENT, TRANSPORT AND THE REGIONS. Guidelines for Aggregates Provision in England. DETR, London, 1994, Minerals Planning Guidance MPG06.
5. TOUAHAMIA M., SIVAKUMAR V. AND MCKELVEY M. Application of geogrids in reuse of waste materials. Construction Materials, 2002, 20. 331-329.
6. MIURA N. AND O'HARA S. Particle crushing of decomposed granite soil under shear stress. Soil and Foundations, 1979, 19, No. 3, 1-44.
7. INDRARTNA B., INNESCU D. AND CHRISTIE H. D. Smear behaviour of railway ballast based on large-scale triaxial tests. Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124, No. 4, 439-449.
8. INDRARTNA B. AND SALIM B. Modelling of particle breakage of coarse aggregates incorporating strength and dilatancy. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2002, 155, No. 4, 243-252.
9. HYODO M., HYDE A. F. L., ARAMAKI N AND NAKATA Y. (2002). Undrained monotonic and cyclic shear behaviour of sand under low and high confining stresses. Soils and Foundations, 2002, 42, No. 3, 63-76.
10. MCKELVEY D., SIVAKUMAR V., BELL A. AND MCLAVERTY G. Shear strength of recycled construction materials intended for use in vibro ground improvement. Ground Improvement, 2002, 6, 59-68.