中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
NUMERICAL ANALYSIS OF A SINGLE CAST-IN-SITU PILE OF LONG LENGTH

文献类型:会议论文

作者Zhou, Zhengming; Kong, Lingwei; Guo, Qijun
出版日期2006
会议日期NOV 23-25, 2006
会议地点Dalian, PEOPLES R CHINA
关键词Deep Foundation Finite Element Method Interface Element Nonlinear Clay Skin Soil Disturbance
页码175-178
英文摘要A numerical approach without interface element (contact surface) is presented in the paper to calculate the response of a long concrete pile (cast in place) under axial loading. Comparisons between measured load-settlement data and numerical results were made. Discrepancies between measured data and numerical results guided the investigation of the factors that govern the pile-soil interactions. The results of numerical analysis showed that there is no need for interface element. Soil disturbance and clay skin formed in the construction process of the pile must be taken into consideration.
会议录RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS
会议录出版者DALIAN UNIV TECHNOL PRESS
会议录出版地DALIAN
语种英语
WOS研究方向Engineering
WOS记录号WOS:000279628900031
源URL[http://119.78.100.198/handle/2S6PX9GI/4441]  
专题岩土力学所知识全产出_会议论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Zhou, Zhengming,Kong, Lingwei,Guo, Qijun. NUMERICAL ANALYSIS OF A SINGLE CAST-IN-SITU PILE OF LONG LENGTH[C]. 见:. Dalian, PEOPLES R CHINA. NOV 23-25, 2006.

入库方式: OAI收割

来源:武汉岩土力学研究所

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