Articles | Volume 382
https://doi.org/10.5194/piahs-382-559-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/piahs-382-559-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Pre-conference publication
| 
22 Apr 2020
Pre-conference publication |
| 22 Apr 2020
| 22 Apr 2020
Numerical simulation of land subsidence caused by subway train vibration using PFC
Jianxiu Wang
CORRESPONDING AUTHOR
College of Civil Engineering, Tongji University, Shanghai, China
Key Laboratory of Geotechnical and Underground Engineering of Ministry
of Education, Tongji University, Shanghai, China
State Key Laboratory of Geohazard Prevention and Geo-environmental
Protection, Chengdu University of Technology, Chengdu, China
Yansheng Deng
College of Civil Engineering, Tongji University, Shanghai, China
Na Xu
College of Civil Engineering, Tongji University, Shanghai, China
Tianliang Yang
Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry
of Land and Resources, Shanghai, China
Shanghai Institute of Geological Survey, Shanghai, China
Xuexin Yan
Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry
of Land and Resources, Shanghai, China
Shanghai Institute of Geological Survey, Shanghai, China
Hanmei Wang
Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry
of Land and Resources, Shanghai, China
Shanghai Institute of Geological Survey, Shanghai, China
Xinlei Huang
Key Laboratory of Land Subsidence Monitoring and Prevention, Ministry
of Land and Resources, Shanghai, China
Shanghai Institute of Geological Survey, Shanghai, China
Xiaotian Liu
College of Civil Engineering, Tongji University, Shanghai, China
Key Laboratory of Geotechnical and Underground Engineering of Ministry
of Education, Tongji University, Shanghai, China
Xiangjun Pei
State Key Laboratory of Geohazard Prevention and Geo-environmental
Protection, Chengdu University of Technology, Chengdu, China
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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.
In Shanghai, China, land subsidence is distributed along the belt near a subway line. In order...
