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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Format: | Article |
Language: | English |
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Wiley
2018-01-01
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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 |
id | doaj-art-60112fca45574712b476ce44295a56fe |
institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
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 |