Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering
In order to further reveal the dynamic failure process of horizontal complex layered rock slope in the coupling action of earthquake and weathering, based on the three-dimensional particle flow software PFC3D, the rock triaxial test was first carried out to obtain the macroscopic rock mechanics para...
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| Format: | Article |
| Language: | English |
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Wiley
2020-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/8825440 |
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| author | Yun Tian Lin-feng Wang Hong-hua Jin Yu-chao Xia Biao Zeng |
| author_facet | Yun Tian Lin-feng Wang Hong-hua Jin Yu-chao Xia Biao Zeng |
| author_sort | Yun Tian |
| collection | DOAJ |
| description | In order to further reveal the dynamic failure process of horizontal complex layered rock slope in the coupling action of earthquake and weathering, based on the three-dimensional particle flow software PFC3D, the rock triaxial test was first carried out to obtain the macroscopic rock mechanics parameters. Secondly, PFC3D was used to establish a three-dimensional discrete element model of slope under 4 modes. Finally, the Wenchuan earthquake wave dynamic input is used to simulate the coupling effect of each model slope on earthquake-weathering. Under the progressive failure process, the results show that, during the triaxial test, the mudstone particles and sandstone particles exhibited shear failure and tensile failure, respectively. The seismic failure mode of the horizontal complex layered rock slope model is divided into tensile fracture-horizontal sliding failure (cavity depth 1.5 m and fissure depth 25%), tensile cracking-caving-dumping failure (cavity depth 3 m and fissure depth 37.5%), caving-dumping-rotation failure (cavity depth 4.5 m and fissure depth 50%), and caving-slip-rotation failure (cavity depth 6 m and fissure depth 62.5%), and the maximum vertical displacement of Model 2 can reach 6.2 m, and the maximum positive horizontal displacement is 7.8 m. With the deepening of the weathering degree, the coordination number of the rock block shows the attenuation advance effect and the elevation attenuation effect during the seismic period of 2–15 s. The total energy dissipation of the slope can be divided into two stages: fracture collision and overall collapse. The energy dissipation is more concentrated in the rock fracture collision stage, accounting for 89% to 95% of the total energy. |
| format | Article |
| id | doaj-art-c376c5b94de1452490fee1a6fc41cc44 |
| institution | OA Journals |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
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| series | Advances in Civil Engineering |
| spelling | doaj-art-c376c5b94de1452490fee1a6fc41cc442025-08-20T02:18:55ZengWileyAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/88254408825440Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and WeatheringYun Tian0Lin-feng Wang1Hong-hua Jin2Yu-chao Xia3Biao Zeng4Key Laboratory of Geological Hazards Mitigation for Mountainous Highway and Waterway, Chongqing Municipal Education Commission, Chongqing Jiaotong University, Chongqing 400071, ChinaKey Laboratory of Geological Hazards Mitigation for Mountainous Highway and Waterway, Chongqing Municipal Education Commission, Chongqing Jiaotong University, Chongqing 400071, ChinaKey Laboratory of Geological Hazards Mitigation for Mountainous Highway and Waterway, Chongqing Municipal Education Commission, Chongqing Jiaotong University, Chongqing 400071, ChinaKey Laboratory of Geological Hazards Mitigation for Mountainous Highway and Waterway, Chongqing Municipal Education Commission, Chongqing Jiaotong University, Chongqing 400071, ChinaSchool of Transportation, Southeast University, Nanjing 210096, ChinaIn order to further reveal the dynamic failure process of horizontal complex layered rock slope in the coupling action of earthquake and weathering, based on the three-dimensional particle flow software PFC3D, the rock triaxial test was first carried out to obtain the macroscopic rock mechanics parameters. Secondly, PFC3D was used to establish a three-dimensional discrete element model of slope under 4 modes. Finally, the Wenchuan earthquake wave dynamic input is used to simulate the coupling effect of each model slope on earthquake-weathering. Under the progressive failure process, the results show that, during the triaxial test, the mudstone particles and sandstone particles exhibited shear failure and tensile failure, respectively. The seismic failure mode of the horizontal complex layered rock slope model is divided into tensile fracture-horizontal sliding failure (cavity depth 1.5 m and fissure depth 25%), tensile cracking-caving-dumping failure (cavity depth 3 m and fissure depth 37.5%), caving-dumping-rotation failure (cavity depth 4.5 m and fissure depth 50%), and caving-slip-rotation failure (cavity depth 6 m and fissure depth 62.5%), and the maximum vertical displacement of Model 2 can reach 6.2 m, and the maximum positive horizontal displacement is 7.8 m. With the deepening of the weathering degree, the coordination number of the rock block shows the attenuation advance effect and the elevation attenuation effect during the seismic period of 2–15 s. The total energy dissipation of the slope can be divided into two stages: fracture collision and overall collapse. The energy dissipation is more concentrated in the rock fracture collision stage, accounting for 89% to 95% of the total energy.http://dx.doi.org/10.1155/2020/8825440 |
| spellingShingle | Yun Tian Lin-feng Wang Hong-hua Jin Yu-chao Xia Biao Zeng Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering Advances in Civil Engineering |
| title | Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering |
| title_full | Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering |
| title_fullStr | Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering |
| title_full_unstemmed | Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering |
| title_short | Failure Mechanism of Horizontal Layered Rock Slope under the Coupling of Earthquake and Weathering |
| title_sort | failure mechanism of horizontal layered rock slope under the coupling of earthquake and weathering |
| url | http://dx.doi.org/10.1155/2020/8825440 |
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