Seismic Displacement of Slopes Reinforced with Piles | |
Li, Xinpo1,2; He, Siming1,2; Wu, Yong1 | |
刊名 | JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING |
2010-06-01 | |
卷号 | 136期号:6页码:880-884 |
关键词 | Limit analysis Sliding block Seismic displacement Slope Pile |
ISSN号 | 1090-0241 |
通讯作者 | 何思明 |
英文摘要 | The seismic stability of slopes reinforced with a row of piles is analyzed using the kinematic theorem of limit analysis within the framework of the pseudostatic approach. An existing method which is based on the theory of plasticity is used to determine the lateral forces provided by the piles. Expressions for calculating the yield acceleration coefficient are derived. Then, based on Newmark's sliding block concept, the permanent displacement induced by an earthquake shocking can be calculated by the integrals of seismic records. An example is investigated to illustrate the validity of this method and the effects of piles on a restraining slope's dynamic deformation. |
学科主题 | 岩土力学 |
WOS标题词 | Science & Technology ; Technology ; Physical Sciences |
类目[WOS] | Engineering, Geological ; Geosciences, Multidisciplinary |
研究领域[WOS] | Engineering ; Geology |
关键词[WOS] | EARTHQUAKE-INDUCED DISPLACEMENTS ; GRAVITY RETAINING WALLS ; STABILITY ANALYSIS ; SOIL STRUCTURES ; DESIGN ; DAMS |
收录类别 | SCI |
语种 | 英语 |
WOS记录号 | WOS:000277742100011 |
公开日期 | 2012-12-28 |
内容类型 | 期刊论文 |
源URL | [http://192.168.143.20:8080/handle/131551/4717] |
专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
作者单位 | 1.CAS, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China 2.CAS, Key Lab Mt Hazards & Surface Proc, Chengdu 610041, Peoples R China |
推荐引用方式 GB/T 7714 | Li, Xinpo,He, Siming,Wu, Yong. Seismic Displacement of Slopes Reinforced with Piles[J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,2010,136(6):880-884. |
APA | Li, Xinpo,He, Siming,&Wu, Yong.(2010).Seismic Displacement of Slopes Reinforced with Piles.JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING,136(6),880-884. |
MLA | Li, Xinpo,et al."Seismic Displacement of Slopes Reinforced with Piles".JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING 136.6(2010):880-884. |
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