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.
出处
《矿业研究与开发》
CAS
北大核心
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)
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
Single-row anti-slide piles
New foundation parameter method
Finite finite pole element method
Pre-stressed anchor
