Coseismic site response and slope instability using periodic boundary conditions in the material point method  

作　　者：Abdelrahman Alsardi Alba Yerro 

机构地区：[1]Department of Civil and Environmental Engineering,Virginia Tech,Blacksburg,24060,Virginia,USA

出　　处：《Journal of Rock Mechanics and Geotechnical Engineering》2023年第3期641-658,共18页岩石力学与岩土工程学报（英文版）

基　　金：funded by National Science Foundation(NSF)(Grant No.CMMI-2211002).

摘　　要：This paper proposed the explicit generalized-a time scheme and periodic boundary conditions in the material point method(MPM)for the simulation of coseismic site response.The proposed boundary condition uses an intuitive particle-relocation algorithm ensuring material points always remain within the computational mesh.The explicit generalized-a time scheme was implemented in MPM to enable the damping of spurious high frequency oscillations.Firstly,the MPM was verified against finite element method(FEM).Secondly,ability of the MPM in capturing the analytical transfer function was investigated.Thirdly,a symmetric embankment was adopted to investigate the effects of ground motion arias intensity(I_(a)),geometry dimensions,and constitutive models.The results show that the larger the model size,the higher the crest runout and settlement for the same ground motion.When using a Mohr-Coulomb model,the crest runout increases with increasing I_(a).However,if the strain-softening law is activated,the results are less influenced by the ground motion.Finally,the MPM results were compared with the Newmark sliding block solution.The simplified analysis herein highlights the capabilities of MPM to capture the full deformation process for earthquake engineering applications,the importance of geometry characterization,and the selection of appropriate constitutive models when simulating coseismic site response and subsequent large deformations.

关 键 词：Coseismic site response Periodic conditions Time integration Material point method(MPM) 

分 类 号：TU45[建筑科学—岩土工程]