Collapse surface characteristics of clayey sands

被引:5
作者
Naeemifar, Omid [1 ]
Yasrobi, S. Shahaboddin [1 ]
机构
[1] Tarbiat Modares Univ, Dept Civil Engn, Tehran, Iran
关键词
geotechnical engineering; LIQUEFACTION; INITIATION; FAILURE; SITES;
D O I
10.1680/geng.9.00058
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:379 / 390
页数:12
相关论文
共 26 条
[1]   UNDRAINED MONOTONIC AND CYCLIC STRENGTH OF SANDS [J].
ALARCONGUZMAN, A ;
LEONARDS, GA ;
CHAMEAU, JL .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (10) :1089-1109
[2]  
[Anonymous], GEOTECHNIQUE
[3]  
[Anonymous], 2006, D4254: Test methods for minimum index density and unit weight of soils and calculation of relative density
[4]  
[Anonymous], 2006, D2434 ASTM INT
[5]  
[Anonymous], GEOTECHNIQUE
[6]  
[Anonymous], 1978, GEOMECHANICAL TESTIN, DOI DOI 10.1520/GTJ10364J
[7]  
[Anonymous], 2010, D4318. Standard Test Method for Liquid Limit, Plastic Linit
[8]  
[Anonymous], THESIS TARBIAT MODAR
[9]  
[Anonymous], 2006, D4253 ASTM INT
[10]  
[Anonymous], 2011, D4767 ASTM INT