The stress relaxation experiments of rocks under the deformation at peak load and load-unload experiments before peak load are carried out. The results of experiments show that the form of the relaxation curves of rocks under the deformation at peak load descends in step form; the stress relaxation of rock under the deformation at peak load is discontinuous
that is
alternant between quickly and slowly
which is the resut of the synthetic action of slip and extension of existing cracks and creation of new cracks; and integrality of rock structure and the performance of store of elastic deformation energy of rock have obvious influence on the number of stress descending steps and stress relaxation time.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Discrete element simulation of aging effect of chemical weathering on rock
Fractional nonlinear creep constitutive model of salt rock
Modeling initiation and propagation of main and secondary cracks of rock under combined compression and shear loading using extended finite element method
Hydraulic scouring resistance characteristics of geosynthetics reinforced slopes
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
JIANG Ming-jing
ZHANG Ning
CHEN He
WU Fei
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Department of Geotechnical Engineering, Tongji University
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Key Laboratory of Energy Engineering Safety and Disaster Mechanics of Ministry of Education, Sichuan University