ANISOTROPIC ELASTICITY OF A NATURAL CLAY

被引：300

作者：

GRAHAM, J ^{[1
]}

HOULSBY, GT ^{[1
]}

机构：

[1] UNIV OXFORD,OXFORD,ENGLAND

来源：

GEOTECHNIQUE | 1983年 / 33卷 / 02期

关键词：

D O I：

10.1680/geot.1983.33.2.165

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：165 / 180

页数：16

共 34 条

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[3] COMPOSITIONAL AND STRUCTURAL ANISOTROPY OF WINNIPEG SOILS - STUDY BASED ON SCANNING ELECTRON-MICROSCOPY AND X-RAY-DIFFRACTION ANALYSES
BARACOS, A
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1977, 14 (01) : 125 - 137
[4] Barden L, 1963, GEOTECHNIQUE, V13, P198
[5] GEOTECHNICAL PROPERTIES OF BELFAST ESTUARINE DEPOSITS
CROOKS, JHA
GRAHAM, J
[J]. GEOTECHNIQUE, 1976, 26 (02): : 293 - 315
[6] Freeman WS., 1974, CANADIAN GEOTECHNICA, V11, P59, DOI 10.1139/t74-005
[7] EMBANKMENT STABILITY ON ANISOTROPIC SOFT CLAYS
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[J]. CANADIAN GEOTECHNICAL JOURNAL, 1979, 16 (02) : 295 - 308
[8] GRAHAM J, 1974, CE742 ROYAL MIL COLL
[9] GRAHAM J, 1969, F3723 NORW GEOT I IN
[10] GRAHAM J, 1982, UNPUB STRAIN RATE EF