The existing smoothed particle hydrodynamics (SPH) method is normally difficult to establish the particle model in the simulation of landslide. This paper aims at developing a new particle arrangement and insertion method based on geographic information system (GIS). Firstly
the SPH particle model is established and its corresponding particle generation is programmed. Secondly
the Bingham fluid model combined with the Mohr-Coulomb failure criterion is used to achieve the three-dimensional movement process of the damaged slope. Finally
the SPH model is verified by simulating Tangjiashan landslide and is further applied to predict the influence of the Jinpingzi landslide. The results indicate that the established landslide SPH model based on spatial GIS data is feasible and applicable. Therefore
the simulation study of landslide disasters can not only enhance greatly the analysis of geological disasters
but also provide reference for the forecast and control of landslide hazard.
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Evaluation of landslide susceptibility degree based on catastrophe theory
Elastoplastic models and calculation analysis of portal double-row anti-slide piles
Surface displacement field measurement for landslide model test based on computer aided inspection
Experiment results and analysis of landslide monitoring by using GPS PPP technology
Related Author
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
TENG Han-qing
SONG Sheng-yuan
Related Institution
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC
China Railway Academy Co., Ltd.
College of Construction Engineering, Jilin University
Three Gorges Survey and Research Institute Co., Ltd..