Numerical Simulation of Seepage Effect in intermittent 
joint caverns with Interface Model

SUN Ai-Hua; Ma-Gong-Bao; SHU Wei-Shen

doi:A

Tunnel Construction >

2007 , Vol. 27 >Issue 增刊: 183 - 187

DOI: https://doi.org/A

wenzhang

Numerical Simulation of Seepage Effect in intermittent
joint caverns with Interface Model

SUN Ai-Hua ,
Ma-Gong-Bao ,
SHU Wei-Shen

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1. School of Civil Engineering, Shandong Jianzhu University, Jinan 250101|
2. Shenzhen Shandong Nuclear Power Construction Co., Ltd., Jinan 250001;
3. Research Center of Geotechnical and Structure Engineering, Shandong University, Jinan 250061

Received date: 2007-05-11

Online published: 2010-04-20

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Abstract

The FLAC3D, which is a threedimensional explicit finitedifference software, is used to perform the numerical simulation in the underground caverns of Ertan Project in this paper. An interface model is established to simulate intermittent joint effect. The threedimensional seepage which has influence on the stability of the surrounding rock is calculated. Some conclusions are drawn, which can provide some useful reference for the study of largescale underground caverns.

Key words： ; joint seepage interface model systematic analysis stability of surrounding rock

Cite this article

SUN Ai-Hua , Ma-Gong-Bao , SHU Wei-Shen . Numerical Simulation of Seepage Effect in intermittent
joint caverns with Interface Model[J]. Tunnel Construction, 2007 , 27(增刊) : 183 -187 . DOI: A

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