PREDICTION OF CONSOLIDATION OF VERY SOFT SOIL

被引:89
作者
CARGILL, KW
机构
来源
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1984年 / 110卷 / 06期
关键词
D O I
10.1061/(ASCE)0733-9410(1984)110:6(775)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:775 / 795
页数:21
相关论文
共 11 条
[1]  
Cargill K. W., 1982, GL823 US ARM ENG WAT
[2]  
CARGILL KW, 1980, FSCON1I VERSION I LE
[3]  
Cargill KW, 1982, D831 US ARM ENG WAT
[4]   THE THEORY OF ONE-DIMENSIONAL CONSOLIDATION OF SATURATED CLAYS .2. FINITE NON-LINEAR CONSOLIDATION OF THICK HOMOGENEOUS LAYERS [J].
GIBSON, RE ;
SCHIFFMAN, RL ;
CARGILL, KW .
CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (02) :280-293
[5]   THEORY OF 1-DIMENSIONAL CONSOLIDATION OF SATURATED CLAYS .1. FINITE NON-LINEAR CONSOLIDATION OF THIN HOMOGENEOUS LAYERS [J].
GIBSON, RE ;
ENGLAND, GL ;
HUSSEY, MJL .
GEOTECHNIQUE, 1967, 17 (03) :261-&
[6]  
PALERMO MR, 1981, EL8111 US ARM ENG WA
[7]  
Pane V., 1981, THESIS U COLORADO BO
[8]  
Schiffman R.L, 1980, J GEOTECH ENG DIV AS, V106, P115
[9]  
SCHIFFMAN RL, 1981, 10TH P INT C SOIL ME, V1, P239
[10]  
TERZAGHI K, 1967, SOIL MECHANICS ENG P, P173