Discrete Element Simulation Analysis of Rock Slope Stability Based on UDEC-Reference-Cited by-同舟云学术

Discrete Element Simulation Analysis of Rock Slope Stability Based on UDEC

Published:2012-02 Issue: Volume:461 Page:384-388
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Lu Wei¹,Zhou Zhi²,Liu Ting²,Liu Yu Hang²

Affiliation:

1. Shandong University

2. China University of Geosciences

Abstract

K148+380-480 section of some certain highway is high layered dip cut slope. Weak surfaces, joints and damping load tension fissures of steep dip have significant effect on slope stability during excavation. The geological conditions and rock mass structure characteristics of the slope are analyzed in the paper. Failure patterns and deformation processes are simulated with UDEC discrete element numerical simulation software based on three-dimension (3D) and two-dimension (2D) discrete element method respectively. Besides, key factors that control slope deformation and failure are discussed.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.461.384.pdf

Reference8 articles.

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