STRAIN INCREMENT AND STRESS DIRECTIONS IN TORSION SHEAR TESTS

被引:15
作者
HONG, WP [1 ]
LADE, PV [1 ]
机构
[1] UNIV CALIF LOS ANGELES,SCH ENGN & APPL SCI,DEPT CIVIL ENGN,LOS ANGELES,CA 90024
来源
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | 1989年 / 115卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9410(1989)115:10(1388)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:1388 / 1401
页数:14
相关论文
共 23 条
[1]   NEW RING SHEAR APPARATUS AND ITS APPLICATION TO MEASUREMENT OF RESIDUAL STRENGTH [J].
BISHOP, AW ;
GREEN, GE ;
GARGA, VK ;
ANDRESEN, A ;
BROWN, JD .
GEOTECHNIQUE, 1971, 21 (04) :273-&
[2]   DIRECT SIMPLE-SHEAR TESTS ON A NORWEGIAN QUICK CLAY [J].
BJERRUM, L ;
LANDVA, A .
GEOTECHNIQUE, 1966, 16 (01) :1-&
[3]  
BOJANOWSKI W, 1970, 2ND P SEM SOIL MECH, P41
[4]  
Broms B. B., 1965, 6TH P INT C SOIL MEC, V1, P179
[5]   THE DEVELOPMENT OF A NEW HOLLOW CYLINDER APPARATUS FOR INVESTIGATING THE EFFECTS OF PRINCIPAL STRESS ROTATION IN SOILS [J].
HIGHT, DW ;
GENS, A ;
SYMES, MJ .
GEOTECHNIQUE, 1983, 33 (04) :355-383
[6]  
Hong W.P., 1989, SOILS FOUND, V29, P57
[7]  
Ishibashi I., 1974, J GEOTECH ENG DIV AS, V100, P871
[8]  
Lade P.V., 1981, LAB SHEAR STRENGTH S, P145
[9]  
Lade P. V., 1984, MECH ENG MAT, P385
[10]  
LADE PV, 1976, 2ND P INT C NUM METH, V1, P381