Long-term creep law and constitutive model of extremely soft coal rock subjected to single-stage load

Authors

Xing-kai WANG, Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing, Zhejiang 312000, China
Cai-chu XIA, School of Civil and Environmental Engineering, Ningbo University, Ningbo, Zhejiang 315211, ChinaFollow
Zhe-ming ZHU, College of Architecture & Environment, Sichuan University, Chengdu, Sichuan 610065, China
Wen-bing XIE, State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
Lei-bo SONG, School of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China
Guan-sheng HAN, School of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China

Graphic Abstract

Recommended Citation

WANG, Xing-kai; XIA, Cai-chu; ZHU, Zhe-ming; XIE, Wen-bing; SONG, Lei-bo; and HAN, Guan-sheng (2021) "Long-term creep law and constitutive model of extremely soft coal rock subjected to single-stage load," Rock and Soil Mechanics: Vol. 42: Iss. 8, Article 3.
DOI: 10.16285/j.rsm.2021.5178
Available at: https://rocksoilmech.researchcommons.org/journal/vol42/iss8/3