1. School of Civil Engineering, Zhengzhou University, Zhengzhou, Henan 450001, China
2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
3. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang, Liaoning 110819, China
Online:2022-01-11
Published:2022-03-23
Contact:
JIANG Quan, male, born in 1978, PhD, Professor, mainly engaged in research on rock mechanics and underground engineering. E-mail: qjiang@whrsm.ac.cn
E-mail:shuqianduan@zzu.edu.cn
About author:DUAN Shu-qian, female, born in 1991, PhD, Associate Professor, mainly engaged in research on rock mechanics and engineering.
Supported by:
the National Natural Science Foundation of China (51909241), the Scientific Research Key Project Fund of Colleges and Universities of Henan Province (19A560006) and the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (Z017011).
DUAN Shu-qian, GAO Po, JIANG Quan, ZHOU Yang-yi, XU Ding-ping, . Plastic deformation and hardening characteristics of the staggered zone under high in-situ stress unloading conditions[J]. Rock and Soil Mechanics, 2022, 43(1): 97-109.