Shear strength of recycled construction materials intended for use in vibro ground improvement

作者: D. Mckelvey , V. Sivakumar , A. Bell , G. Mclaverty

DOI: 10.1680/GRIM.2002.6.2.59

关键词:

摘要: Coarse granular materials are widely used in construction. The required mechanical characteristics of the determined by specific civil engineering application. These coarse often obtained quarrying intact rocks. Growing environmental awareness, need to ensure sustainability construction industry, and public concern safeguard countryside limit use sites encourage industry look for alternative applications. work described this paper was undertaken examine waste regard their potential replacing quarried stone vibro ground improvement processes. Three were considered: quarry waste, building debris crushed concrete. examined under various testing conditions: dry, wet, mixed with 10% 20% clay slurry. Tests carried out a 305 mm × direct shear box. performance these mater...

参考文章(4)
HJ. Priebe, Vibro Replacement - Design Criteria and Quality Control Deep Foundation Improvements: Design, Construction, and Testing. pp. 62- 62 ,(1991) , 10.1520/STP25051S
B J Gregory, L M McCullough, A L Bell, CLAY CONTAMINATION IN CRUSHED ROCK HIGHWAY SUB-BASES The Second Australian Conference on Engineering Materials, held at Sydney July 6-8, 1981.. ,(1981)
A L BELL, THE LATERAL PRESSURE AND RESISTANCE OF CLAY AND THE SUPPORTING POWER OF CLAY FOUNDATIONS. Minutes of the Proceedings of the Institution of Civil Engineers. ,vol. 199, pp. 233- 272 ,(1915) , 10.1680/IMOTP.1915.16217
J.M.O. Hughes, N.J. Withers, REINFORCING OF SOFT COHESIVE SOILS WITH STONE COLUMNS International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. ,vol. 11, ,(1974) , 10.1016/0148-9062(74)90643-3