Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure
According to characteristics of soils in failure, a sliding mechanism of slopes in limit state is divided into five parts, for building a slip line field satisfying all possible boundary conditions. An algorithm is built to obtain the rigorous solution approaching upper and lower bound values simult...
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| Format: | Article |
| Language: | English |
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Wiley
2018-01-01
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| Series: | Complexity |
| Online Access: | http://dx.doi.org/10.1155/2018/2829873 |
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| _version_ | 1832553246517886976 |
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| author | Chengchao Li Pengming Jiang Aizhao Zhou |
| author_facet | Chengchao Li Pengming Jiang Aizhao Zhou |
| author_sort | Chengchao Li |
| collection | DOAJ |
| description | According to characteristics of soils in failure, a sliding mechanism of slopes in limit state is divided into five parts, for building a slip line field satisfying all possible boundary conditions. An algorithm is built to obtain the rigorous solution approaching upper and lower bound values simultaneously, which satisfies the static boundary and the kinematical boundary based on the slip line field, while stress discontinuity line and velocity discontinuity line are key points. This algorithm is copared with the Spencer method to prove its feasibility with a special example. The variation of rigorous solution, including an ultimate load and a sliding belt the rigid body sliding along rather than a single slip surface for friction-type soils, is achieved considering hydrostatic pressure with soil parameters changing. |
| format | Article |
| id | doaj-art-24dbd75e51f543c88a0165492e8fcc16 |
| institution | Kabale University |
| issn | 1076-2787 1099-0526 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Complexity |
| spelling | doaj-art-24dbd75e51f543c88a0165492e8fcc162025-02-03T05:54:23ZengWileyComplexity1076-27871099-05262018-01-01201810.1155/2018/28298732829873Rigorous Solution of Slopes’ Stability considering Hydrostatic PressureChengchao Li0Pengming Jiang1Aizhao Zhou2Department of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu 212003, ChinaDepartment of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu 212003, ChinaDepartment of Civil and Architecture Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu 212003, ChinaAccording to characteristics of soils in failure, a sliding mechanism of slopes in limit state is divided into five parts, for building a slip line field satisfying all possible boundary conditions. An algorithm is built to obtain the rigorous solution approaching upper and lower bound values simultaneously, which satisfies the static boundary and the kinematical boundary based on the slip line field, while stress discontinuity line and velocity discontinuity line are key points. This algorithm is copared with the Spencer method to prove its feasibility with a special example. The variation of rigorous solution, including an ultimate load and a sliding belt the rigid body sliding along rather than a single slip surface for friction-type soils, is achieved considering hydrostatic pressure with soil parameters changing.http://dx.doi.org/10.1155/2018/2829873 |
| spellingShingle | Chengchao Li Pengming Jiang Aizhao Zhou Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure Complexity |
| title | Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure |
| title_full | Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure |
| title_fullStr | Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure |
| title_full_unstemmed | Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure |
| title_short | Rigorous Solution of Slopes’ Stability considering Hydrostatic Pressure |
| title_sort | rigorous solution of slopes stability considering hydrostatic pressure |
| url | http://dx.doi.org/10.1155/2018/2829873 |
| work_keys_str_mv | AT chengchaoli rigoroussolutionofslopesstabilityconsideringhydrostaticpressure AT pengmingjiang rigoroussolutionofslopesstabilityconsideringhydrostaticpressure AT aizhaozhou rigoroussolutionofslopesstabilityconsideringhydrostaticpressure |