摘要
以内昆铁路DKXXX处陡坡高路堤工点为例 ,阐述了预应力锚索桩基托梁挡土墙应用于坍滑体高路堤中的设计要点和施工方法 ,并指出该结构形式和预应力锚索技术的推广具有一定的指导意义。
Taking high fill slide slop work in Nei-Kun Railway as example the application of earth-retaining wall with prestressed anchored pile foundation underpinning in sloughing embankment construction is elaborated as well as design points and construction method, which acts a instruction role for the promotion of prestressed anchoring technology.
出处
《山西建筑》
2003年第14期45-46,共2页
Shanxi Architecture
