In order to estimate seismic surface rupture dislocation more accurately
the finite element method of pseudo-static elastoplasticity is used for numerical simulation to seismic surface rupture by strike-slip fault. In the numerical model
the two cases of silty clay and clay are discussed respectively. According to the relationship between magnitude M and bedrock dislocation Dbedrock which is regressed and fitted based on historical earthquake damage data and numerical calculation results
the relationship between magnitude M and surface dislocation Dsurface is set up. In the formula
the influence factor of soil thickness H is considered
and not just estimate surface rupture dislocation depending on magnitude by using statistical formula. The results show that: seismic surface rupture dislocation under strike-slip fault relates not only to magnitude
but to soil thickness and soil properties; Surface dislocation decreases gradually with the increasing of soil thickness under the same magnitude; Surface dislocation of silty clay is larger than that of clay under the same magnitude and soil thickness; The critical value of soil thickness without considering strike-slip fault is estimated based on the fitting formulas
and the result is helpful to improve the reliability of seismic risk evaluation of active fault.
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Related Author
ZHAO Ying
LIU Zhi
GAO Lin
DONG Jian-jun
SHAO Long-tan1
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
Related Institution
Department of Engineering Mechanics, Dalian University of Technology
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
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology