It has been shown that a certain collapse surface may be defined for loose sands in three-dimensional space, in which the sample sand experiences collapse and instability, leading to unsteady and strain-softening behaviour. The unsteady state due to the collapse surface may lead to such phenomena in the sand as liquefaction and flow behaviour during undrained loading. Investigating the existence of the collapse surface in Firoozkooh 161 sand and its different clay mixtures with various plasticities, the present study aims to carry out an in-depth investigation of the effects of clay percentage and plasticity on sand critical-state or steady-state behaviours. The results obtained indicate that collapse surface characteristics depend largely on the fine percentage and the plasticity. Interesting findings are also reported in this paper on the effects of fine sand percentage and plasticity on the behavioural characteristics and liquefaction potential of clayey sands.
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1 December 2012
Research Article|
February 20 2012
Collapse surface characteristics of clayey sands Available to Purchase
Omid Naeemifar;
Omid Naeemifar
Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
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S. Shahaboddin Yasrobi
S. Shahaboddin Yasrobi
Department of Civil Engineering, Tarbiat Modares University, Tehran, Iran
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Publisher: Emerald Publishing
Revision Received:
July 08 2009
Accepted:
October 22 2010
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2012
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2012) 165 (6): 379–390.
Article history
Revision Received:
July 08 2009
Accepted:
October 22 2010
Citation
Naeemifar O, Yasrobi SS (2012), "Collapse surface characteristics of clayey sands". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 165 No. 6 pp. 379–390, doi: https://doi.org/10.1680/geng.9.00058
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