How to register and submit contributions： Authors are invited to submit their contributions on any of the conference topics. Submissions and conference registration can only be performed via the conference website：...How to register and submit contributions： Authors are invited to submit their contributions on any of the conference topics. Submissions and conference registration can only be performed via the conference website： http：//www.mpm2017.eu展开更多
Most of the present knowledge on submarine landslides relies upon back-analysis of post-failure deposits identified using geophysical techniques.In this paper,the runout of slides on rigid bases is explored using the ...Most of the present knowledge on submarine landslides relies upon back-analysis of post-failure deposits identified using geophysical techniques.In this paper,the runout of slides on rigid bases is explored using the material point method（MPM）with focus on the geotechnical aspects of the morphologies.In MPM,the sliding material and bases are discretised into a number of Lagrangian particles,and a background Eulerian mesh is employed to update the state of the particles.The morphologies of the slide can be reproduced by tracking the Lagrangian particles in the dynamic processes.A real case history of a submarine slide is back-analyzed with the MPM and also a depth-averaged method.Runout of the slides from steep slopes to moderate bases are reproduced.Then different combinations of soil and basal parameters are assumed to trigger runout mechanisms of elongation,block sliding and spreading.The runout distances predicted by the MPM match well with those from large deformation finite element analysis for the elongation and block sliding patterns.Horst and grabens are shaped in a spreading pattern.However,the current MPM simulations for materials with high sensitivities are relatively mesh sensitive.展开更多
This paper presents the numerical modelling of one and two-dimensional poroelastic solid flows,using the material point method with double point formulation.The double point formulation offers the convenience of allow...This paper presents the numerical modelling of one and two-dimensional poroelastic solid flows,using the material point method with double point formulation.The double point formulation offers the convenience of allowing for transitions in the flow conditions of the liquid,between free surface flow and groundwater flow.The numerical model is validated by comparing the solid flow velocity with the analytical solution.The influence of the Young＇s modulus on the solid flow velocity is discussed for both one and two-dimensional analysis cases.The effect of the shape of the two-dimensional solid is investigated.It is shown that the solid stiffness has an effect on the poroelastic flow velocity,due to swelling and bending for the one and two-dimensional cases,respectively.The shape is found to be an important factor on the flow velocity of the poroelastic solid.展开更多
文摘How to register and submit contributions： Authors are invited to submit their contributions on any of the conference topics. Submissions and conference registration can only be performed via the conference website： http：//www.mpm2017.eu
基金supported by the Australian Research Council through an ARC Discovery grant(DP120102987)supported by resources provided by the Pawsey Supercomputing Centre with funding from the Australian Government and the Government of Western Australia and NVIDIA Corporation with the donation of the Tesla K40 GPU for the research
文摘Most of the present knowledge on submarine landslides relies upon back-analysis of post-failure deposits identified using geophysical techniques.In this paper,the runout of slides on rigid bases is explored using the material point method（MPM）with focus on the geotechnical aspects of the morphologies.In MPM,the sliding material and bases are discretised into a number of Lagrangian particles,and a background Eulerian mesh is employed to update the state of the particles.The morphologies of the slide can be reproduced by tracking the Lagrangian particles in the dynamic processes.A real case history of a submarine slide is back-analyzed with the MPM and also a depth-averaged method.Runout of the slides from steep slopes to moderate bases are reproduced.Then different combinations of soil and basal parameters are assumed to trigger runout mechanisms of elongation,block sliding and spreading.The runout distances predicted by the MPM match well with those from large deformation finite element analysis for the elongation and block sliding patterns.Horst and grabens are shaped in a spreading pattern.However,the current MPM simulations for materials with high sensitivities are relatively mesh sensitive.
基金the European Union Seventh Framework Programme(FP7/2007-2013)under grant agreement No.PIAP-GA-2012-324522“MPM-DREDGE”
文摘This paper presents the numerical modelling of one and two-dimensional poroelastic solid flows,using the material point method with double point formulation.The double point formulation offers the convenience of allowing for transitions in the flow conditions of the liquid,between free surface flow and groundwater flow.The numerical model is validated by comparing the solid flow velocity with the analytical solution.The influence of the Young＇s modulus on the solid flow velocity is discussed for both one and two-dimensional analysis cases.The effect of the shape of the two-dimensional solid is investigated.It is shown that the solid stiffness has an effect on the poroelastic flow velocity,due to swelling and bending for the one and two-dimensional cases,respectively.The shape is found to be an important factor on the flow velocity of the poroelastic solid.
