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...
Main Authors: | , , , , , |
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Format: | Article |
Language: | English |
Published: |
SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717
2021-08-01
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Series: | Rock and Soil Mechanics |
Subjects: | |
Online Access: | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.5178 |