Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement

The permanent displacement has been widely used for slope seismic stability in practical engineering; however, the effect of the dynamic pore water pressure on the saturated and unsaturated soil slopes could not be neglected. In this paper, we propose a calculation method of dynamic pore water press...

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Main Authors: Shuai Huang, Yanju Peng
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/1786392
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author Shuai Huang
Yanju Peng
author_facet Shuai Huang
Yanju Peng
author_sort Shuai Huang
collection DOAJ
description The permanent displacement has been widely used for slope seismic stability in practical engineering; however, the effect of the dynamic pore water pressure on the saturated and unsaturated soil slopes could not be neglected. In this paper, we propose a calculation method of dynamic pore water pressure by the hollow cylinder apparatus (GCTS) which is the most advanced and complicated device in lab testing on soil dynamics. Then, based on the proposed calculation method of dynamic pore water pressure combined with the limit equilibrium and finite element methods, we introduce a simple calculation method of permanent displacement, which avoids solving complex nonlinear equations and greatly simplifies the computational effort. Shaking table test results demonstrate the effectiveness and efficiency of the simple calculation method of permanent displacement, which could rapidly assess the soil slope seismic stability considering the effect of dynamic pore water pressure.
format Article
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institution Kabale University
issn 1687-8086
1687-8094
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publishDate 2018-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-60112fca45574712b476ce44295a56fe2025-02-03T06:13:11ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/17863921786392Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent DisplacementShuai Huang0Yanju Peng1Institute of Crustal Dynamics, China Earthquake Administration, Beijing 100085, ChinaInstitute of Crustal Dynamics, China Earthquake Administration, Beijing 100085, ChinaThe permanent displacement has been widely used for slope seismic stability in practical engineering; however, the effect of the dynamic pore water pressure on the saturated and unsaturated soil slopes could not be neglected. In this paper, we propose a calculation method of dynamic pore water pressure by the hollow cylinder apparatus (GCTS) which is the most advanced and complicated device in lab testing on soil dynamics. Then, based on the proposed calculation method of dynamic pore water pressure combined with the limit equilibrium and finite element methods, we introduce a simple calculation method of permanent displacement, which avoids solving complex nonlinear equations and greatly simplifies the computational effort. Shaking table test results demonstrate the effectiveness and efficiency of the simple calculation method of permanent displacement, which could rapidly assess the soil slope seismic stability considering the effect of dynamic pore water pressure.http://dx.doi.org/10.1155/2018/1786392
spellingShingle Shuai Huang
Yanju Peng
Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement
Advances in Civil Engineering
title Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement
title_full Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement
title_fullStr Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement
title_full_unstemmed Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement
title_short Seismic Stability Analysis of Saturated and Unsaturated Soil Slopes Using Permanent Displacement
title_sort seismic stability analysis of saturated and unsaturated soil slopes using permanent displacement
url http://dx.doi.org/10.1155/2018/1786392
work_keys_str_mv AT shuaihuang seismicstabilityanalysisofsaturatedandunsaturatedsoilslopesusingpermanentdisplacement
AT yanjupeng seismicstabilityanalysisofsaturatedandunsaturatedsoilslopesusingpermanentdisplacement