ELASTOPLASTIC MODEL FOR UNDRAINED BEHAVIOR OF HEAVILY OVERCONSOLIDATED CLAYS

被引：21

作者：

BANERJEE, PK

STIPHO, AS

机构：

[1] Department of Civil and Structural Engineering, University College, Cardiff, University of Wales, Cardiff

来源：

关键词：

D O I：

10.1002/nag.1610030109

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

[No abstract available]

引用

页码：97 / 103

页数：7

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BANERJEE, PK ;

STIPHO, AS .

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[4]

Hvorslev M. J., 1960, P AM SOC CIV ENG C S, P169

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NAYLOR DJ, 1975, THESIS U COLLEGE SWA

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HOEG, K .

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ROSCOE KH, 1968, ENGINEERING PLASTICI, P609

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Schofield A., 1968, CRITICAL STATE SOIL

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STIPHO ASA, 1978, THESIS U COLLEGE CAR

[10]

ZIENKIEWICZ OC, 1971, P ROSC MEM C FOUL, P537