研究论文
A two-phase Riemann-based SPH model for large deformation and rainfall-induced slope failure
Xin Jiang Xu, Qingyin Meng, Weiming Wang, Shuaihao Zhang, 赵炼恒
Central South University Yichun University Hong Kong University of Science and Technology Education Department of Hunan Province
来源Computers and Geotechnics
年份2026
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学科主题
工程Fluid Dynamics Simulations and Interactions
Landslides and related hazards · Geotechnical Engineering and Soil Mechanics
参考文献 67
An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore‐water pressure
被引 224Ha H. Bui, Ryoichi Fukagawa · International Journal for Numerical and Analytical Methods in Geomechanics · 2011
A transport-velocity formulation for smoothed particle hydrodynamics
被引 231Stefan Adami, Xiangyu Hu, Nikolaus A. Adams · Journal of Computational Physics · 2013
On constitutive modelling of unsaturated soils
被引 226Antonio Gens, Marcelo Sánchez, Daichao Sheng · Acta Geotechnica · 2006
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施引文献 1
A cross-scale SPH coupling framework based on temporal dynamic boundaries for assessing debris flow mitigation structures
被引 0Chuan Lin, Yingjie Liu, Shuaihao Zhang · Computers and Geotechnics · 2026
按被引量排序，此处列出前 3 条