Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation

被引:96
作者
Thom, R. [1 ]
Sivakumar, R.
Sivakumar, V.
Murray, E. J.
Mackinnon, P.
机构
[1] Queens Univ Belfast, Belfast BT7 1NN, Antrim, North Ireland
[2] WS Atkins, London, England
[3] MurrayRix Geotech, Stoke Golding, England
来源
GEOTECHNIQUE | 2007年 / 57卷 / 05期
关键词
collapse settlement; compaction; expansive soils; partial saturation; suction;
D O I
10.1680/geot.2007.57.5.469
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:469 / 474
页数:6
相关论文
共 16 条
[1]  
Ahmed S., 1974, Journal of the Geotechnical Engineering Division, ASCE, V100, P407
[2]  
Alonso EE, 1995, UNSATURATED SOILS, VOLS 1 AND 2, P11
[3]   A CONSTITUTIVE MODEL FOR PARTIALLY SATURATED SOILS [J].
ALONSO, EE ;
GENS, A ;
JOSA, A .
GEOTECHNIQUE, 1990, 40 (03) :405-430
[4]  
*ASTM INT, 1984, D440484 ASTM INT
[5]  
BARDEN L, 1970, P AM SOC CIVIL ENG, V96, P1171
[6]  
CASAGRANDE A, 1932, CONTRIBUTIONS SOIL M, P72
[7]   Microstructure of a compacted silt [J].
Delage, P ;
Audiguier, M ;
Cui, YJ ;
Howat, MD .
CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (01) :150-158
[8]  
Gens A, 1995, UNSATURATED SOILS, VOLS 1 AND 2, P83
[9]  
LAMBERT BENGT, 1951, ACTA GENET STATIST MED, V2, P1
[10]   THE GENERAL AND CONGRUENT EFFECTS OF STRUCTURE IN NATURAL SOILS AND WEAK ROCKS [J].
LEROUEIL, S ;
VAUGHAN, PR .
GEOTECHNIQUE, 1990, 40 (03) :467-488