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Number of visits: 107532


11:30 - 13:30

Technical sessions
CS - Geomechanics I

TuM6

Room: 203

Chair: Marcos Arroyo

Parameter Identification for Soil Simulation based on the Discrete Element Method and Application to Small Scale Shallow Penetration Tests

J. Jahnke, S. Steidel, M. Burger, S. Papamichael, A. Becker and Christos Vrettos

Abstract

Simulations of Geological Faults with Discrete Element Method

V. Lisitsa, V. Tcheverda and D. Kolyukhin

Abstract

Visualization of Load Transmission during Pile Penetration in Granular Material by using Elastico-Mechanoluminescence Particle

A. Kondo, D. Takano and E. Kohama

Abstract

VGCM3D Flexible: A 3D generalized Particle Contact Model for Rock Fracture Taking into account Particle Deformability

N. Monteiro Azevedo and L. Braga Farinha

Abstract

Stochastic Solution of Geotechnical Problems with Truly Discrete Media

I. Tejada

Abstract

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