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Apr 26, 2012

Numerical Simulation of Reinforced Granular Soils Using DEM

Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering

Abstract

This paper explores the potential of Discrete Element Simulation (DEM) to model the behavior of reinforced granular soils. Biaxial element test were carried out on these assembles with and with out horizontal reinforcement layers to understand the behavior of reinforced granular soils from grain scale level. Numerical simulations were carried out using PFC2D with assemblies of 1800 uni sized circular particles of size 0.1 mm. In the current investigation, reinforcing element was modeled by a chain of circular particles by assigning contact bond between particles horizontally at all predetermined contact locations. Influence of parameters such as number of reinforcement layer, thickness and packing geometry on the behavior of reinforced granular materials were studied and reported.

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Go to Geo-Frontiers 2011
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 4242 - 4251

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Published online: Apr 26, 2012

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J. S. Vinod [email protected]
Faculty of Engineering, University of Wollongong, NSW- 2522 Australia.E-mail: [email protected]
Sharat Nagaraja [email protected]
Graduate student, University of Illinois at Urbana-Champaign, Urbana, Illinois, USA.E-mail: [email protected]
T. G. Sitharam [email protected]
Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India.E-mail: [email protected]
S. V. Dinesh [email protected]
Department of Civil Engineering, Siddaganga Institute of Technology, Tumkur - 572 103, India.E-mail: [email protected]

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