Xiong Zongxi, Li Haiming, Zeng Lingqiang, Duan Shidu. DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 154-157. doi: 10.13204/j.gyjz201406034
Citation:
Xiong Zongxi, Li Haiming, Zeng Lingqiang, Duan Shidu. DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 154-157. doi: 10.13204/j.gyjz201406034
Xiong Zongxi, Li Haiming, Zeng Lingqiang, Duan Shidu. DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 154-157. doi: 10.13204/j.gyjz201406034
Citation:
Xiong Zongxi, Li Haiming, Zeng Lingqiang, Duan Shidu. DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 154-157. doi: 10.13204/j.gyjz201406034
Because of the safety and economic practicality,the combination support system of soil nailing wall with
composite pile-anchor has been more widely used in deep excavation supporting project. In order to do further
investigation of the deformation extent of this complex support system in deep excavation construction process,the law
of development,and the impact on the surrounding environment,the deformation of the excavation was systematically
monitored. Combined with theoretical calculations,a comparative analysis of monitoring data was carried out. A
valuable basis was provided for the deformation forecast in the design stage of the support system.