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MPM-DREDGE Training Course

Modelling large deformation and soil–water interaction using the Material Point Method

Date and Time
Tuesday, 3 May 2016, 8:30 h - 17:00 h
Location
University of Cambridge, Engineering Department, Trumpington Street, Cambridge CB2 1PZ
Registration Form
Registration is closed.
Speakers
Prof. Kenichi Soga, Dr. Dongfang Liang, Dr. Mario Martinelli, Dr. Francesca Ceccato, Dr. Alexander Rohe, Dr. Alba Yerro
Registration Fee
75 £ (includes: coffee, lunch, and tutorials)
Registration deadline
29 April 2016
Number of participants
Limited to 20

Soil–water interaction

Soil–water interaction exists in many environmental and civil engineering problems, such as landslides induced by rainfall, fluidisation and sedimentation processes in submerged slopes, internal erosion in dykes, scouring around offshore structures, settlement due to consolidation processes and installation of piles in saturated soils. Modelling these processes is challenging due to soil–water coupling and large deformation.
MPM is a point-based numerical method capable of modelling large deformations and recently, within the framework of the MPM Research Community, it has been extended to cope with complicated soil-fluid interactions.
This training course focuses on presenting those MPM formulations cable of simulating the interaction between soil and water phases. Two different approaches will be addressed. In the first one, a single set of material points describes the behaviour of saturated porous media understood as a mixture of solid skeleton and pore fluid. The second approach describes the movement of each constituent (i.e. solid and fluid) individually by means of two sets of material points, thereby enabling the simulation of free water and the in and outflow, as well as fluidisation and sedimentation processes.

Tutored exercises

Course participants will gain experience as users of the MPM Software developed by the MPM Research Community.
During training lectures, the attendees will learn first-hand capabilities of MPM by means of a set of practical exercises that will be undertaken following a tutorial specially designed for the course:
– Dynamic consolidation problem
– Dam break problem
– Seepage flow inducing slope liquefaction

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