Pre-conference publication 22 Apr 2020
Pre-conference publication | 22 Apr 2020
Establishment and practice of land subsidence control and management system for deep foundation pit dewatering in Shanghai
Xinlei Huang et al.
Related authors
Jinxin Lin, Hanmei Wang, Tianliang Yang, and Xinlei Huang
Proc. IAHS, 382, 131–135, https://doi.org/10.5194/piahs-382-131-2020, https://doi.org/10.5194/piahs-382-131-2020, 2020
Qing-bo Yu, Qing Wang, Xue-xin Yan, Tian-liang Yang, Jian-ping Chen, Meng Yao, Kai Zhou, and Xin-lei Huang
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The ground deformation of a typical reclamation area in Chongming East Shoal, Shanghai was monitored by the SBAS method. Moreover, corresponding the monitoring results to the soil properties with field investigation and laboratory tests. The soil properties including physical and chemical properties, compressibility, micropore distribution and microstructure characteristics, are studied, and then the monitoring results are reasonably interpreted, providing a reference for future construction.
Jianxiu Wang, Yansheng Deng, Na Xu, Tianliang Yang, Xuexin Yan, Hanmei Wang, Xinlei Huang, Xiaotian Liu, and Xiangjun Pei
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In Shanghai, China, land subsidence is distributed along the belt near a subway line. In order to figure out the mechanical response of the tunnel surroundings, the PFC2D software based on a discrete element method is introduced to simulate the section of the metro tunnel. The linear contact bond model was employed to reflect the characteristics of clay. The mechanical response law and subsidence mechanism were investigated.
Tianliang Yang, Xuexin Yan, Xinlei Huang, and Jianzhong Wu
Proc. IAHS, 382, 831–836, https://doi.org/10.5194/piahs-382-831-2020, https://doi.org/10.5194/piahs-382-831-2020, 2020
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Proc. IAHS, 372, 1–5, https://doi.org/10.5194/piahs-372-1-2015, https://doi.org/10.5194/piahs-372-1-2015, 2015
Jinxin Lin, Hanmei Wang, Tianliang Yang, and Xinlei Huang
Proc. IAHS, 382, 131–135, https://doi.org/10.5194/piahs-382-131-2020, https://doi.org/10.5194/piahs-382-131-2020, 2020
Yan Xu, Xuexin Yan, and Tianliang Yang
Proc. IAHS, 382, 219–224, https://doi.org/10.5194/piahs-382-219-2020, https://doi.org/10.5194/piahs-382-219-2020, 2020
Qing-bo Yu, Qing Wang, Xue-xin Yan, Tian-liang Yang, Jian-ping Chen, Meng Yao, Kai Zhou, and Xin-lei Huang
Proc. IAHS, 382, 381–386, https://doi.org/10.5194/piahs-382-381-2020, https://doi.org/10.5194/piahs-382-381-2020, 2020
Short summary
Short summary
The ground deformation of a typical reclamation area in Chongming East Shoal, Shanghai was monitored by the SBAS method. Moreover, corresponding the monitoring results to the soil properties with field investigation and laboratory tests. The soil properties including physical and chemical properties, compressibility, micropore distribution and microstructure characteristics, are studied, and then the monitoring results are reasonably interpreted, providing a reference for future construction.
Jianxiu Wang, Yansheng Deng, Na Xu, Tianliang Yang, Xuexin Yan, Hanmei Wang, Xinlei Huang, Xiaotian Liu, and Xiangjun Pei
Proc. IAHS, 382, 559–564, https://doi.org/10.5194/piahs-382-559-2020, https://doi.org/10.5194/piahs-382-559-2020, 2020
Short summary
Short summary
In Shanghai, China, land subsidence is distributed along the belt near a subway line. In order to figure out the mechanical response of the tunnel surroundings, the PFC2D software based on a discrete element method is introduced to simulate the section of the metro tunnel. The linear contact bond model was employed to reflect the characteristics of clay. The mechanical response law and subsidence mechanism were investigated.
Tianliang Yang, Xuexin Yan, Xinlei Huang, and Jianzhong Wu
Proc. IAHS, 382, 831–836, https://doi.org/10.5194/piahs-382-831-2020, https://doi.org/10.5194/piahs-382-831-2020, 2020
T. L. Yang, X. X. Yan, H. M. Wang, X. L. Huang, and G. H. Zhan
Proc. IAHS, 372, 1–5, https://doi.org/10.5194/piahs-372-1-2015, https://doi.org/10.5194/piahs-372-1-2015, 2015
Cited articles
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