广东工业大学学报2024，Vol.41Issue(2)：37-43,7.DOI:10.12052/gdutxb.230088
桩撑式支护基坑通用弹性地基梁分析法
A General Analysis Method of Beam on Elastic Foundation for Pile-braced Deep Foundation Pit
史宏彦 1涂彬鸿 1杨德森1
作者信息
- 1. 广东工业大学 先进制造学院,广东 揭阳 515548
- 折叠
摘要
Abstract
The deformation and force of pile-braced(-anchored)deep foundation pit is commonly determined by method of beam on elastic foundation(MBEF)during its construction process of excavation and support setting case.The existing MBEF uses the following steps for analysis:Firstly,the entire pile is divided into several segments at the braces,and then the continuous conditions of displacement and force balance conditions at the junction of the segments are used to derive the corresponding equations of the undetermined parameters,and then the deformation and force of the supporting system(foundation pit)are analyzed by using the determined parameters.Due to the different number of supports and segments corresponding to different cases,the method must rederive their respective parameter equations according to different cases,which result in complicated calculation process,difficult to form general calculation method and program.In view of the above problems,a recursive formula is established for the undetermined parameters between two adjacent segments by summarizing the support and pile segment into three basic connection forms(namely,the support is connected to the top of the pile,between the two adjacent pile segments and the bottom of the pit),then deriving the general parametric equations applicable to strutted or anchored retaining structures,arbitrary number of supports and excavation or support setting case.The study results in this research verify the rationality and feasibility of the proposed method.关键词
深基坑/桩撑(锚)式支护体系/弹性地基梁法/施工过程/变形和受力/通用分析方法Key words
deep foundation pit/pile-braced(-anchored)supporting system/beam on elastic foundation method/construction process/deformation and stress/a general analysis method分类
建筑与水利引用本文复制引用
史宏彦,涂彬鸿,杨德森..桩撑式支护基坑通用弹性地基梁分析法[J].广东工业大学学报,2024,41(2):37-43,7.
