An Elastoplastic Damage Model for Sandstone Considering the Compaction Effect and Freeze

An Elastoplastic Damage Model for Sandstone Considering the Compaction Effect and Freeze–Thaw Action

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Yongchun¹^ORCID,Li Shuangyang²,Zhao Jianyuan³,Shi Lianghong⁴,Jiang Qi³,Zhu Huaitai⁵

Affiliation:

1. Ph.D. Student, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Ecoenvironment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China. ORCID: .

2. Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Ecoenvironment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China (corresponding author).

3. Ph.D. Student, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Ecoenvironment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

4. Assistant Engineer, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Ecoenvironment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China.

5. Postgraduate Researcher, School of Civil Engineering, Lanzhou Jiaotong Univ., Lanzhou 730070, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8609

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