Material Point Method for Coupled Hydromechanical Problems

作者: Keita Abe , Kenichi Soga , Samila Bandara

DOI: 10.1061/(ASCE)GT.1943-5606.0001011

关键词: Numerical analysisLeveeMaterial point methodConsolidation (soil)Biot numberEngineeringLevee FailureGeotechnical engineeringMixture theoryLarge deformationStructural engineering

摘要: … This paper describes a new formulation of the material point method (MPM) for solving coupled hydromechanical problems of fluid-saturated soil subjected to large deformation. A soil–…

参考文章(35)
H. W. Zhang, K. P. Wang, Z. Zhang, Material Point Method for Numerical Simulation of Failure Phenomena in Multiphase Porous Media Springer, Berlin, Heidelberg. pp. 36- 47 ,(2007) , 10.1007/978-3-540-75999-7_4
J.A. Nairn, Material Point Method Calculations with Explicit Cracks Cmes-computer Modeling in Engineering & Sciences. ,vol. 4, pp. 649- 664 ,(2003) , 10.3970/CMES.2003.004.649
E. M. Kober, S. G. Bardenhagen, The Generalized Interpolation Material Point Method Cmes-computer Modeling in Engineering & Sciences. ,vol. 5, pp. 477- 496 ,(2004) , 10.3970/CMES.2004.005.477
Peter Mackenzie-Helnwein, Gregory R. Miller, Pedro Arduino, Wookuen Shin, Dynamic Meshing for Material Point Method Computations World Academy of Science, Engineering and Technology, International Journal of Mathematical, Computational, Physical, Electrical and Computer Engineering. ,vol. 4, pp. 1104- 1112 ,(2010)
Søren Andersen, Material-Point Analysis of Large-Strain Problems: modelling of landslides Department of Civil Engineering, Aalborg University. ,(2009)
S. Ma, X. Zhang, X.M. Qiu, Comparison study of MPM and SPH in modeling hypervelocity impact problems International Journal of Impact Engineering. ,vol. 36, pp. 272- 282 ,(2009) , 10.1016/J.IJIMPENG.2008.07.001
Karl Terzaghi, Theoretical Soil Mechanics ,(1943)
Duan Z. Zhang, Qisu Zou, W. Brian VanderHeyden, Xia Ma, Material point method applied to multiphase flows Journal of Computational Physics. ,vol. 227, pp. 3159- 3173 ,(2008) , 10.1016/J.JCP.2007.11.021
Kazuo KONAGAI, Jörgen JOHANSSON, TWO DIMENSIONAL LAGRANGIAN PARTICLE FINITE DIFFERENCE METHOD FOR MODELING LARGE SOIL DEFORMATIONS Doboku Gakkai Ronbunshu. ,vol. 2001, pp. 25- 30 ,(2001) , 10.2208/JSCEJ.2001.682_25