Equivalent Continuum Model and its Application to the Seepage Analysis of Rock Slope

WANG Peng; QIAO Lan; LI Zhanghong; CAI Meifeng

doi:10.13374/j.issn1001-053x.2003.02.001

Volume 25 Issue 2

Aug. 2021

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WANG Peng, QIAO Lan, LI Zhanghong, CAI Meifeng. Equivalent Continuum Model and its Application to the Seepage Analysis of Rock Slope[J]. Chinese Journal of Engineering, 2003, 25(2): 99-102,130. doi: 10.13374/j.issn1001-053x.2003.02.001

Citation:

WANG Peng, QIAO Lan, LI Zhanghong, CAI Meifeng. Equivalent Continuum Model and its Application to the Seepage Analysis of Rock Slope[J]. Chinese Journal of Engineering, 2003, 25(2): 99-102,130. doi: 10.13374/j.issn1001-053x.2003.02.001

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Equivalent Continuum Model and its Application to the Seepage Analysis of Rock Slope

doi: 10.13374/j.issn1001-053x.2003.02.001

Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China

Received Date: 2002-07-02
Available Online: 2021-08-17

Abstract

Abstract

During the analysis on the seepage field of fractured rock mass by using the equivalent continuum model, the coefficients of permeability obtained from the pump-in test and the field survey of rock mass structural faces are compared synthetically. Then the modified permeability tensor that can reflect the intrinsic geological environment elements is proposed. Finally, the method is applied to the seepage analysis of open-pit slope fractured rock mass successfully.
- fractured rock mass,
- equivalent continuum model,
- seepage,
- coefficient of permeability