Abstract：
Qiaofu plaza project with its excavation depth about 22m ,the retaining system of which is composed by soil nailing wall on upper side and piles(or diaphragm wall) supported by anchor on lower side. The horizontal displacement on top of the foundation pit must be influenced during the lower excavation. In this project, on-site monitoring is taken during the whole excavation, the displacement changing law has been analyzed. It will be useful later in Beijing.
CHEN Lie. Monitoring and Results Analyzing of Horizontal Displacement on Top of Foundation Pit in Composite Retaining System[J]. Architecture Technology, 2017, 48(12): 1268-.
