THE GENERAL AND CONGRUENT EFFECTS OF STRUCTURE IN NATURAL SOILS AND WEAK ROCKS

被引：820

作者：

LEROUEIL, S ^{[1
]}

VAUGHAN, PR ^{[1
]}

机构：

[1] UNIV LONDON IMPERIAL COLL SCI & TECHNOL,LONDON SW7 2AZ,ENGLAND

来源：

GEOTECHNIQUE | 1990年 / 40卷 / 03期

关键词：

D O I：

10.1680/geot.1990.40.3.467

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The engineering properties of naturally occurring sedimentary and residual deposits which are usually treated in geotechnical engineering as "soils' are reviewed, and it is shown that usually they have characteristics due to bonded structure which are similar to those of porous weak rock. While this structure can arise from many causes, its effects follow a simple general pattern that involves stiff behaviour followed by yield. This yield can be described in a similar way to that occurring due to overconsolidation, although it is a separate phenomenon. -from Authors

引用

页码：467 / 488

页数：22

共 107 条

[31] GRAHAM J, 1983, CAN GEOTECH J, V20, P503
[32] HIGHT DW, 1985, P C OFFSHORE SITE IN, V3, P253
[33] HOLM G, 1983, 8TH P EUR CSMFE, V2, P903
[34] LESSONS FROM OEDOMETER TESTS ON HIGH-QUALITY SAMPLES
HOLTZ, RD
JAMIOLKOWSKI, MB
LANCELLOTTA, R
[J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1986, 112 (08): : 768 - 776
[35] HOUSTON HN, 1969, J SOIL MECH FDN ENG, V95, P1037
[36] IWASAKI YT, 1977, P SPECIALITY SESSION, V2, P57
[37] JONES ME, 1990, CHALK S BRIGHTON, P341
[38] INSITU AND LABORATORY STRESS-STRAIN RELATIONSHIPS
KABBAJ, M
TAVENAS, F
LEROUEIL, S
[J]. GEOTECHNIQUE, 1988, 38 (01): : 83 - 100
[39] KANE H, 1973, 8TH P INT C SOIL MEC, P115
[40] KELLY WE, 1974, J GEOTECH ENG DIV AM, V100, P1449

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