11:30 - 13:30
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
Visualization of Load Transmission during Pile Penetration in Granular Material by using Elastico-Mechanoluminescence Particle
A. Kondo, D. Takano and E. Kohama
VGCM3D – Flexible: A 3D generalized Particle Contact Model for Rock Fracture Taking into account Particle Deformability
N. Monteiro Azevedo and L. Braga Farinha
Stochastic Solution of Geotechnical Problems with Truly Discrete Media
I. Tejada
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