NUMERICAL ANALYSIS OF A SINGLE CAST-IN-SITU PILE OF LONG LENGTH

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	NUMERICAL ANALYSIS OF A SINGLE CAST-IN-SITU PILE OF LONG LENGTH
	Zhou, Zhengming; Kong, Lingwei; Guo, Qijun
	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
内容类型	会议论文
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.