摘要
通过分析桩身预应力抗滑桩的结构及受力特点,对预应力抗滑桩配筋计算进行了研究,确定预应力抗滑桩的结构形式,并对现有部分预应力计算方法在预应力抗滑桩上的应用进行了简化,提高了配筋计算的效率,便于在工程推广应用。
The structural form of prestressed anti-slide pile is established by analysing the anti-slidlng characteristic and investigating the rebar configuration of prestressed anti - silde pile. The existed method on partial prestress calculation is simplified for prestressed anti - slide pile, the efficiency of rebar configuration calculation is improved for popularized usage of anti - slide pile project.
出处
《地下空间与工程学报》
CSCD
2006年第4期650-653,共4页
Chinese Journal of Underground Space and Engineering
基金
西部交通建设科技项目"边坡加固施工工艺与施工控制技术研究"(NO.2001-318-000-25)
关键词
抗滑桩
部分预应力
预应力度
anti-slide pile, partial prestress, prestress degree