A semi-analytical approach for efficient calculation of drained cross-anisotropic elastic moduli in saturated granular soils from undrained attributes-Reference-Cited by-同舟云学术

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A semi-analytical approach for efficient calculation of drained cross-anisotropic elastic moduli in saturated granular soils from undrained attributes

Published:2022-08 Issue: Volume:148 Page:104794
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Pegah Ehsan,Liu Huabei,Gu Xiaoqiang,Gholami Ali

Funder

National Natural Science Foundation of China

Huazhong University of Science and Technology

Tongji University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference59 articles.

1. Modeling Cross Anisotropy in Granular Materials;Abelev;J. Eng. Mech.,2007

2. Small strain behavior of dense granular soils by true triaxial tests;Anhdan;Soils Found.,2005

3. ASTM D7015/7015M-18, 2018. Standard practices for obtaining intact block (cubical and cylindrical) samples of soils. ASTM International, West Conshohocken, PA, 19428-2959, United States.

4. Experimental study on the aging of sands;Baxter;J. Geotech. Geoenviron. Eng.,2004

5. Anisotropy of small strain stiffness in Ticino sand;Bellotti;Geotechnique,1996

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1. Fabric anisotropy of granular soils and its dependency on grading and particles specifications;Acta Geotechnica;2024-06-19

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