文献类型：期刊文献

英文题名：The Key Technology in Rectification Engineering by Soil Removal Method of an Inclined Masonry Pagoda

作者：Feng, Hong-wei[1];Lu, Wei[2];Chen, Ping[2]

第一作者：冯红卫

通讯作者：Feng, HW[1]

机构：[1]Xinxiang Univ, Sch Civil Engn & Architecture, Xinxiang 453000, Henan, Peoples R China;[2]Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China

第一机构：新乡学院土木工程与建筑学院

通讯机构：[1]corresponding author), Xinxiang Univ, Sch Civil Engn & Architecture, Xinxiang 453000, Henan, Peoples R China.|[1107114]新乡学院土木工程与建筑学院;[11071]新乡学院;

年份：2016

卷号：21

期号：7

起止页码：1789-1802

外文期刊名：ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING

收录：WOS:【ESCI(收录号:WOS:000489058600020)】；

语种：英文

外文关键词：masonry pagoda; rectification; temporary reinforcement; pre-reinforcement; process controlling

摘要：Based on an inclined masonry pagoda rectification engineering, the disease of the pagoda's body are analyzed and the ground penetrating radar (GPR) is used to detect the foundation defect. Then a reliable temporary reinforcement method is put forward according to the inclined state of tower's body, and the pre-reinforcement plan is made based on relative engineering experience and the features of this engineering. At last, the comprehensive rectification method combine soil removal with jacking-up has been put forward, and the selected digging hole parameters are corrected. Meanwhile, the whole process monitoring and construction process control are used to guarantee the rectification effect and security of the tower. This project can provide reference for the inclined masonry pagoda rectification engineering in collapsible loess region.