Constitutive Model of Cemented Coarse-Grained Soil and Its Application in High Concrete Face Rockfill Dam-Reference-Cited by-同舟云学术

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Constitutive Model of Cemented Coarse-Grained Soil and Its Application in High Concrete Face Rockfill Dam

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ding Linnan¹,Wei Kuangmin²

Affiliation:

1. Engineer, Northwest Electric Power Design Institute Co., Ltd. of China Power Engineering Consulting Group, Xi’an 710075, China; Doctor, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China (corresponding author).

2. Senior Engineer, Geotechnical Engineering Dept., Nanjing Hydraulic Research Institute, Nanjing 210024, China; Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources, Nanjing 210029, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8554

Reference25 articles.

1. Constitutive equation for CSG materials;Cai X.;Chin. J. Geotech. Eng.,2010

2. Elastoplastic constitutive model for cement-sand-gravel material;Cai X.;Chin. J. Geotech. Eng.,2016

3. Dynamic constitutive model for rockfill materials based on generalized plasticity theory;Chen S.-S.;Chin. J. Geotech. Eng.,2012

4. Nonlinear Analysis of Stress and Strain in Soils

5. Feng, W. 2013. Studies on cemented sand and gravel dam material and its application. Beijing: China Institute of Water Resources and Hydropower Research.

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