A non-coaxial critical state soil model and its application to simple shear simulations

Yunming Yang; H.S. Yu

doi:10.1002/nag.531

A non-coaxial critical state soil model and its application to simple shear simulations

International Journal for Numerical and Analytical Methods in Geomechanics ◽

10.1002/nag.531 ◽

2006 ◽

Vol 30 (13) ◽

pp. 1369-1390 ◽

Cited By ~ 24

Author(s):

Yunming Yang ◽

H.S. Yu

Keyword(s):

Simple Shear ◽

Critical State ◽

Soil Model

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Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading

Journal of Geotechnical and Geoenvironmental Engineering ◽

10.1061/(asce)gt.1943-5606.0002470 ◽

2021 ◽

Vol 147 (3) ◽

pp. 04020177

Author(s):

Daniela Dominica Porcino ◽

Theodoros Triantafyllidis ◽

Torsten Wichtmann ◽

Giuseppe Tomasello

Keyword(s):

Simple Shear ◽

Critical State ◽

Shear Loading ◽

Liquefaction Resistance

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Pile Driving in Clay Using a Critical State Soil Model: A Sensitivity Analysis

10th International Conference on Stress Wave Theory and Testing Methods for Deep Foundations ◽

10.1520/stp161120170163 ◽

2019 ◽

pp. 343-356

Author(s):

Henri de Chaunac ◽

Alain E. Holeyman

Keyword(s):

Sensitivity Analysis ◽

Critical State ◽

Pile Driving ◽

Soil Model

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Simulating the Caisson Penetration in Sand Using a Critical State Based Soil Model

Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering ◽

10.1007/978-981-13-0131-5_80 ◽

2018 ◽

pp. 740-748

Author(s):

Zhuang Jin ◽

Zhen-Yu Yin ◽

Ze-Xiang Wu ◽

Panagiotis Kotronis

Keyword(s):

Critical State ◽

Soil Model

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Simulation of Caisson Foundation in Sand Using a Critical State Based Soil Model

Springer Series in Geomechanics and Geoengineering - Proceedings of China-Europe Conference on Geotechnical Engineering ◽

10.1007/978-3-319-97112-4_78 ◽

2018 ◽

pp. 350-354

Author(s):

Zhuang Jin ◽

Zhen-Yu Yin ◽

Panagiotis Kotronis ◽

Ze-Xiang Wu

Keyword(s):

Critical State ◽

Soil Model

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The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach

Computers and Geotechnics ◽

10.1016/j.compgeo.2021.104325 ◽

2021 ◽

Vol 138 ◽

pp. 104325

Author(s):

Hoang Bao Khoi Nguyen ◽

Md Mizanur Rahman ◽

Andy Fourie

Keyword(s):

Granular Material ◽

Simple Shear ◽

Critical State ◽

Direct Simple Shear ◽

State Behaviour ◽

Shear Condition

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From Direct Simple Shear Test to Soil Model Development and Supported Excavation Simulation: Integrated Computational-Experimental Soil Behavior Characterization Framework

Journal of Geotechnical and Geoenvironmental Engineering ◽

10.1061/(asce)gt.1943-5606.0001351 ◽

2015 ◽

Vol 141 (11) ◽

pp. 04015050 ◽

Cited By ~ 4

Author(s):

Sung-woo Moon ◽

Youssef M. A. Hashash

Keyword(s):

Simple Shear ◽

Shear Test ◽

Model Development ◽

Soil Behavior ◽

Simple Shear Test ◽

Soil Model ◽

Direct Simple Shear ◽

Experimental Soil ◽

Direct Simple Shear Test

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Simulation of liquefaction of unsaturated soil using critical state soil model

International Journal for Numerical and Analytical Methods in Geomechanics ◽

10.1002/nag.2669 ◽

2017 ◽

Vol 41 (10) ◽

pp. 1217-1246 ◽

Cited By ~ 2

Author(s):

Veerayut Komolvilas ◽

Mamoru Kikumoto

Keyword(s):

Unsaturated Soil ◽

Critical State ◽

Soil Model

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Critical state soil model for cyclic loading

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(81)90555-6 ◽

1981 ◽

Vol 18 (6) ◽

pp. 113

Keyword(s):

Cyclic Loading ◽

Critical State ◽

Soil Model

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Application of a critical state soil model for cyclic triaxial tests

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(82)91402-4 ◽

1982 ◽

Vol 19 (6) ◽

pp. 128

Author(s):

J.P. Carter ◽

J.R. Brooker ◽

C.P. Wroth

Keyword(s):

Critical State ◽

Triaxial Tests ◽

Cyclic Triaxial ◽

Cyclic Triaxial Tests ◽

Soil Model

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Analysis of land subsidence using an elastoplastic critical state soil model

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(87)90989-2 ◽

1987 ◽

Vol 24 (5) ◽

pp. 187

Keyword(s):

Land Subsidence ◽

Critical State ◽

Soil Model

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