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

In order to study the long-term creep law of extremely soft coal rock, the uniaxial and triaxial creep tests of extremely soft coal rock subjected to single-stage loads were carried out by using the self-developed triaxial creep test system. The following results and conclusions are obtained. 1) In...

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Bibliographic Details
Main Authors: WANG Xing-kai, XIA Cai-chu, ZHU Zhe-ming, XIE Wen-bing, SONG Lei-bo, HAN Guan-sheng
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2021-08-01
Series:Rock and Soil Mechanics
Subjects:
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.5178