THE THEORY OF ONE-DIMENSIONAL CONSOLIDATION OF SATURATED CLAYS .2. FINITE NON-LINEAR CONSOLIDATION OF THICK HOMOGENEOUS LAYERS

被引：311

作者：

GIBSON, RE

SCHIFFMAN, RL

CARGILL, KW

机构：

[1] UNIV COLORADO,DEPT CIVIL ENGN,BOULDER,CO 80309

[2] GOLDER HOEK & ASSOCIATES LTD,MAIDENHEAD,ENGLAND

[3] WATERWAYS EXPT STN,VICKSBURG,MS 39180

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1981年 / 18卷 / 02期

关键词：

D O I：

10.1139/t81-030

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：280 / 293

页数：14

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[2]

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CARGILL KW, 1980, FSCON1I U COL DEP CI

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RAYMOND, GP .

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[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]

KOPPULA SD, 1970, THESIS U ALBERTA EDM

[7]

McNabb A., 1960, Q APPL MATH, V17, P337, DOI [10.1090/qam/113405, DOI 10.1090/QAM/113405]

[8]

MIKASA M, 1965, JAPANESE SOC CIVIL E, P21

[9]

Ortenblad A., 1930, J MATH PHYS CAMB, V9, P73

[10] CONSOLIDATION OF DEEP DEPOSITS OF HOMOGENEOUS CLAY [J].

RAYMOND, GP .

GEOTECHNIQUE, 1969, 19 (04) :478-&

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