Author:
Li Shuang,Peng Ming,Gao Liang,Xia Chengzhi,Zhu Yan
Funder
Sichuan University
National Natural Science Foundation of China
Reference85 articles.
1. A generalized wall boundary condition for smoothed particle hydrodynamics;Adami;J. Comput. Phys.,2012
2. Case Histories in Soil and Rock Erosion: Woodrow Wilson Bridge, Brazos River Meander, Normandy Cliffs, and New Orleans Levees;Briaud;J. Geotech. Geoenvironmental Eng.,2008
3. Bui, H.H., Nguyen, G.D., 2020. Numerical predictions of post-flow behaviour of granular materials using an improved SPH model, in: Ha-Minh, C., Dao, D.V., Benboudjema, F., Derrible, S., Huynh, D.V.K., Tang, A.M. (Eds.), CIGOS 2019, Innovation for Sustainable Infrastructure, Lecture Notes in Civil Engineering. Springer Singapore, Singapore, pp. 895–900. DOI: 10.1007/978-981-15-0802-8_143.
4. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model;Bui;Int. J. Numer. Anal. Methods Geomech.,2008
5. A novel computational approach for large deformation and post-failure analyses of segmental retaining wall systems;Bui;Int. J. Numer. Anal. Methods Geomech.,2014