Excess pore pressure during consolidation and swelling with radial drainage

被引:6
作者
AlTabbaa, A
机构
[1] Univ of Birmingham, Birmingham, United Kingdom
来源
GEOTECHNIQUE | 1995年 / 45卷 / 04期
关键词
clays; consolidation; laboratory tests; numerical modelling and analysis; plasticity; pore pressures;
D O I
10.1680/geot.1995.45.4.701
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
[No abstract available]
引用
收藏
页码:701 / 707
页数:7
相关论文
共 11 条
[1]  
Al-Tabbaa A, 1987, THESIS CAMBRIDGE U C
[2]   HORIZONTAL DRAINAGE DURING CONSOLIDATION - INSIGHTS GAINED FROM ANALYSES OF A SIMPLE PROBLEM [J].
ALTABBAA, A ;
WOOD, DM .
GEOTECHNIQUE, 1991, 41 (04) :571-585
[3]  
ALTABBAA A, 1994, THIRTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, PROCEEDINGS, VOL 1, P75
[4]   SOME MEASUREMENTS OF THE PERMEABILITY OF KAOLIN [J].
ALTABBAA, A ;
WOOD, DM .
GEOTECHNIQUE, 1987, 37 (04) :499-503
[5]  
ALTABBAA A, 1989, 3RD P INT S NUM MOD, P90
[6]  
Britto A.M., 1987, CRITICAL STATE SOIL
[7]  
CHAN AHC, 1994, COMMUNICATION
[8]  
CHAN AHC, 1993, USER MANUAL SM2D SOI
[9]  
HEAD KH, 1985, MANUAL SOIL LABORATO, V3, pCH24
[10]  
Roscoe KH, 1968, ENG PLASTICITY, P535, DOI DOI 10.1016/0022-4898(70)90160-6