标题:Analysis influence of pile embedded depth and diameter on pile tip resistance
作者:Zheng, Yingjie; Fang, Bin; Li, Lianxiang
作者机构:[Zheng, Yingjie; Li, Lianxiang] Shandong Univ, Sch Civil Engn, Jinan 250061, Shandong, Peoples R China.; [Fang, Bin] Management Off Hebei Province E 更多
会议名称:3rd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2013)
会议日期:MAY 24-26, 2013
来源:ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4
出版年:2013
卷:353-356
页码:459-462
DOI:10.4028/www.scientific.net/AMM.353-356.459
关键词:Pile tip resistance; Initial stiffness; Bearing capacity; P-S curve; FEM
摘要:Pile tip absolute settlement curves and relative settlement curves of several working cases were analyzed. It is found that load-settlement curve characteristic related to the selection standard. The tip resistance initial stiffness of each case was analyzed. Results show that the small diameter pile has higher initial stiffness than large diameter pile, embedded depth has little influence on initial stiffness ratio, but increment of initial stiffness is linear with embedded depth growth.
收录类别:CPCI-S;EI;SCOPUS
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84883138304&doi=10.4028%2fwww.scientific.net%2fAMM.353-356.459&partnerID=40&md5=aa2568893bd7213e57d8bf7a7fb73c6c
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