中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical Study on the Stress of Pile Foundation Influenced by the Beaded Karst

文献类型:会议论文

作者Chen, Shanxiong; Xu, Xichang; Dai, Zhangjun; Xu, Haibin
出版日期2016
会议日期JUL 30-31, 2016
会议地点Huhhot, PEOPLES R CHINA
关键词Beaded Karst Pile Foundation Negative Side Friction Axial Force
卷号97
页码475-479
英文摘要Selecting a reasonable pile type and the pile foundation bearing stratum is important to design and construction in the karst area. It is needed to analyze the stress of pile foundation according to different types of karst caves. By numerical simulation, it is found that under the influence of the settlement of the karst cave filling, negative side friction appears in the area of the karst cave. The more the number of karst cave, the more increase the axial force of the pile. The larger the cave width, or the smaller the cave spacing, the smaller the positive side friction in the cave area. The larger the cave width, the more slowly the axial force decline. With the decrease of the cave spacing, the axial force of the pile under the same depth has an increasing trend.
会议录PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON INFORMATION ENGINEERING FOR MECHANICS AND MATERIALS
会议录出版者ATLANTIS PRESS
会议录出版地PARIS
语种英语
WOS研究方向Engineering
WOS记录号WOS:000416093800086
源URL[http://119.78.100.198/handle/2S6PX9GI/4908]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Chen, Shanxiong,Xu, Xichang,Dai, Zhangjun,et al. Numerical Study on the Stress of Pile Foundation Influenced by the Beaded Karst[C]. 见:. Huhhot, PEOPLES R CHINA. JUL 30-31, 2016.

入库方式: OAI收割

来源:武汉岩土力学研究所

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