单排单锚抗滑桩的一种新的计算方法  

A New Calculation Method of Single-Row Anti-slide Pile with Single-Row Anchor

作　　者：孙勇[1] 梁永松[1] 

机构地区：[1]贵州大学喀斯特环境与地质灾害防治教育部重点实验室,贵州贵阳550003

出　　处：《矿业研究与开发》2010年第6期19-23,共5页Mining Research and Development

基　　金：贵州大学博士基金项目(校科合博基字2004015)

摘　　要：给出了单排单锚抗滑桩的一种新的更可靠的计算方法,即新地基系数及预应力法,在此基础上给出了一种新的有限杆单元法。此法可在初步设计和一般工程中应用。所有的这些方法经在工程中应用,与以往的方法对比,更简单且符合实际。In this paper,a new calculation method of single-row anti-slide pile with single -row anchor is given,it is foundation coefficient and pre-stress calculation met hod.On that basis,a new finite pole element method is given also.These calculat ion methods can be used to the preliminary design of anti-slide pile and common engineering.The practical application of these calculation methods showed that they are simpler than conventional methods,and are in accordance with practicals ituation.

关 键 词：单排抗滑桩 新地基系数法 有限杆单元法 预应力锚索 

分 类 号：TU473[建筑科学—结构工程]