STABILITY THRESHOLD FOR CYCLIC LOADING OF SATURATED CLAY

被引:21
作者
LEFEBVRE, G [1 ]
LEBOEUF, D [1 ]
DEMERS, B [1 ]
机构
[1] GEOCON INC,MONTREAL H3B 4P3,QUEBEC,CANADA
关键词
D O I
10.1139/t89-013
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:122 / 131
页数:10
相关论文
共 15 条
[1]  
ANDERSEN KH, 1980, J GEOTECH ENG-ASCE, V106, P499
[2]  
CONN GM, 1986, 3RD P CAN C MAR GEOT, V2, P691
[3]  
HICHER PY, 1980, JOURNEE GEOTECHNIQUE
[4]  
HOUSTON WN, 1980, ASCE J GEOTECHNICAL, V106, P691
[5]   A PORE PRESSURE AND STABILITY MODEL FOR A SILTY CLAY UNDER REPEATED LOADING [J].
HYDE, AFL ;
WARD, SJ .
GEOTECHNIQUE, 1985, 35 (02) :113-125
[6]  
LADD C C, 1974, J GEOTECH ENG, V100, P763, DOI [10.1016/0148-9062(75)91177-8, DOI 10.1016/0148-9062(74)90494-X]
[7]  
LAREW HG, 1962, 41 P HIGHW RES BOARD, P529
[8]   STRENGTH OF CLAY SUBJECTED TO CYCLIC LOADING [J].
LEE, KL ;
FOCHT, JA .
MARINE GEOTECHNOLOGY, 1976, 1 (03) :165-185
[9]   CYCLIC STRENGTH OF A SENSITIVE CLAY OF EASTERN CANADA [J].
LEE, KL .
CANADIAN GEOTECHNICAL JOURNAL, 1979, 16 (01) :163-176
[10]   RATE EFFECTS AND CYCLIC LOADING OF SENSITIVE CLAYS [J].
LEFEBVRE, G ;
LEBOEUF, D .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (05) :476-489