DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING

Xiong Zongxi; Li Haiming; Zeng Lingqiang; Duan Shidu

doi:10.13204/j.gyjz201406034

Volume 44 Issue 06

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(06): 154-157

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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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

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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DEFORMATION MONITORING OF THE SUPPORTING STRUCTURE OF DEEP EXCAVATION OF JIAMING CENTER HOTEL IN BEIJING

doi: 10.13204/j.gyjz201406034

Publish Date: 2014-06-20

Abstract

Abstract

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．
- deep excavation,
- composite support structure,
- deformation monitoring,
- monitoring data analysis

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