标题:Research on internal force and deformation of supporting rock-socketed piles based on ultimate resistance mechanics theory
作者:Chen, Fang; Qin, Hao; Gao, Chao
通讯作者:Chen, F
作者机构:[Chen, Fang; Qin, Hao] Shandong Univ, Res Ctr Geotech & Struct Engn, Jinan 250061, Peoples R China.; [Gao, Chao] Qingdao Tianren Environm Co Ltd, Qi 更多
会议名称:International Conference on Advances in Materials and Manufacturing Processes
会议日期:NOV 06-08, 2010
来源:MANUFACTURING PROCESSES AND SYSTEMS, PTS 1-2
出版年:2011
卷:148-149
页码:108-111
DOI:10.4028/www.scientific.net/AMR.148-149.108
关键词:deep excavation; ultimate resistance; mechanics analysis; rock-socketed; length; internal force and deformation
摘要:At present there have rarely studies on internal force and deformation for rock-socketed piles of deep excavation. The current approaches still exist and have many deficiencies and all of them didn't consider the effect of rock-socketed length. Based on the theoretical mechanics analysis of rock mass resistance, the computing methods of ultimate resistance Putt is applied to the analysis of force balance of rock-socketed part, the paper has put forward the detailed procedure for computing internal force and deformation of supporting rock-socketed piles in view of the rock-socketed length, moreover, the influence of the stability of rockmass is comprehensive considered in this method. Finally, an example is analyzed according to the procedure, the calculation results show that the method is much feasibility. The internal force and deformation of the retaining piles computed according to the procedure mentioned above satisfies the stability of rockmass.
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-s2.0-78650637724&doi=10.4028%2fwww.scientific.net%2fAMR.148-149.108&partnerID=40&md5=c577d9be5a834cbd99a5bbd8b05e89cc
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