A constitutive model for the gravelly soil-structure interface considering particle breakage and fabric change-Reference-Cited by-同舟云学术

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A constitutive model for the gravelly soil-structure interface considering particle breakage and fabric change

Published:2024-01 Issue: Volume:165 Page:105908
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Tongda,Qian Yu,Liang Fayun^ORCID,Wang Chen^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference65 articles.

1. A Modified Critical State Two-Surface Plasticity Model for Sand: Theory and Implementation;Bakmar,2008

2. A state parameter for sands;Been;Géotechnique,1985

3. The critical state of sands;Been;Géotechnique,1991

4. Elementary mechanics of soil behavior;Biarez,1994

5. Behavior of Soil-Concrete Interfaces;Brandt,1985

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1. Investigation on the cyclic shear properties of steel-crushed red mudstone particles interface;Soil Dynamics and Earthquake Engineering;2024-08

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