1.牋牋牋 School of Civil and Transportation Engineering, Beijing University of Civil Engineering&Architecture, 100044, Beijing, China; 2. Weifang Yidou Hospital Construction Office, 262500, Weifang, Shandong, China
Abstract：
A section of planed main project of Puhuangyu viaduct in Beijing is analysed due to its particularity being quite near to the original viaduct. A couple of deep foundation pits with more than 10 m deep are demanded in terms of pile construction in this new project. Also a experiential study on slope retaining project is concluded. It is typically practical for using a compound soil nail to prop lateral wall in this project in case of rainy season and normal transportation. In this paper, A experiential conclusion on Slope retaining project is drawn for similar foundation pit project.
