Interpreting undrained instability of mixed soils by equivalent intergranular state parameter

被引：33

作者：

Chiu, C. F. ^{[1
]}

Fu, X. J. ^{[2
]}

机构：

[1] Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing, Peoples R China

[2] Hohai Univ, Geotech Res Inst, Nanjing, Peoples R China

来源：

GEOTECHNIQUE | 2008年 / 58卷 / 09期

关键词：

laboratory tests; liquefaction; sands; silts;

D O I：

10.1680/geot.2008.58.9.751

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：751 / 755

页数：5

共 27 条

[1] UNDRAINED MONOTONIC AND CYCLIC STRENGTH OF SANDS [J].

ALARCONGUZMAN, A ;

LEONARDS, GA ;

CHAMEAU, JL .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1988, 114 (10) :1089-1109

[2]

[Anonymous], 1969, HARVARD SOIL MECH SE

[3] A STATE PARAMETER FOR SANDS [J].

BEEN, K ;

JEFFERIES, MG .

GEOTECHNIQUE, 1985, 35 (02) :99-112

[4]

Bishop A.W., 1971, P ROSC MEM S CAMBR U, P3

[5]

Bishop A.W., 1967, Proc. Geotech. Conf, V2, P142, DOI DOI 10.1007/BF01079687

[6] THE STRENGTH AND DILATANCY OF SANDS [J].

BOLTON, MD .

GEOTECHNIQUE, 1986, 36 (01) :65-78

[7] Effect of fines on instability behaviour of loose sand [J].

Chu, J ;

Leong, WK .

GEOTECHNIQUE, 2002, 52 (10) :751-755

[8]

Ferreira PMV, 2006, GEOTECHNIQUE, V56, P445, DOI 10.1680/geot.56.7.445

[9] LIQUEFACTION AND FLOW FAILURE DURING EARTHQUAKES [J].

ISHIHARA, K .

GEOTECHNIQUE, 1993, 43 (03) :351-415

[10]

LADD RS, 1978, GEOTECH TEST J, V1, P6

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