Cyclic stress-dilatancy relations and plastic flow potentials for soils based on hypothesis of complementarity of stress-dilatancy conjugates (vol 18, pg 3005, 2023)

被引：0

|

作者：

Tsegaye, Anteneh Biru ^{[1
]}

机构：

[1] Norwegian Geotech Inst, Trondheim, Norway

来源：

ACTA GEOTECHNICA | 2024年 / 19卷 / 05期

关键词：

D O I：

10.1007/s11440-023-02060-7

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

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页码：3279 / 3282

页数：4

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共 6 条

[1] Cyclic stress-dilatancy relations and plastic flow potentials for soils based on hypothesis of complementarity of stress-dilatancy conjugates
Tsegaye, Anteneh Biru
[J]. ACTA GEOTECHNICA, 2023, 18 (06) : 3005 - 3025
[2] Cyclic stress–dilatancy relations and plastic flow potentials for soils based on hypothesis of complementarity of stress–dilatancy conjugates
Anteneh Biru Tsegaye
[J]. Acta Geotechnica, 2023, 18 : 3005 - 3025
[3] Formulation of non-coaxial plastic dissipation and stress-dilatancy relations for geomaterials
Tsegaye, Anteneh Biru
Benz, Thomas
Nordal, Steinar
[J]. ACTA GEOTECHNICA, 2020, 15 (10) : 2727 - 2739
[4] Stress-dilatancy based modelling of granular materials and extensions to soils with crushable grains
DeSimone, A
Tamagnini, C
[J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2005, 29 (01) : 73 - 101
[5] Stress-dilatancy relation for Mohr-Coulomb soils following a non-associated flow rule
Zhang, J.
Salgado, R.
[J]. GEOTECHNIQUE, 2010, 60 (03): : 223 - 226
[6] Study on stress-dilatancy equation of coarse-grained soils based on large-scale triaxial test
[J]. Chu, F.-Y. (cfy1976@hhu.edu.cn), 1600, Sichuan University (45):