Previous experiences in existing engineering are often referenced in designing a new engineering. Restricted by the limited data of free fields of rocks under chemical explosions
a unified equation has not been suggested in designing codes for protective structures. A weighted least squares fitting method is suggested as an effective method to predict the free field in rocks. The weighted factors were defined according to the similarities of the engineering
including mass of explosive
rock quality and wave impedance. According to several empirical equations and the suggested method
a modified equation for free fields in rocks is built and discussed.
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
Elasto-viscoplastic bounding surface model for unsaturated time-dependent soils incorporating non-stationary flow rule
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