Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis on the Settlement of Adjacent Buildings Caused by the Underpassing Construction of the Biased Tunnel
Through the simulation analysis of the settlement and deformation law of the surface buildings caused by the construction of the biased tunnel, the following points are obtained: (1) The Peak formula is revised, and the influence range of the biased tunnel is predicted based on the formula. (2) It is concluded that when the tunnel is biased, the position of maximum deformation caused by ground settlement is generally in a parallel area 0.5 times the buried depth from the center line of the tunnel. (3) Through the double-layer verification of simulation analysis and monitoring measurement data, prior to the construction of buildings with similar weak foundations, their foundations should be reinforced in advance. (4) In the process of this simulation, the complicated influence of water pressure on tunnel excavation was not considered, which can be further optimized in the later stage.
Analysis on the Settlement of Adjacent Buildings Caused by the Underpassing Construction of the Biased Tunnel
Through the simulation analysis of the settlement and deformation law of the surface buildings caused by the construction of the biased tunnel, the following points are obtained: (1) The Peak formula is revised, and the influence range of the biased tunnel is predicted based on the formula. (2) It is concluded that when the tunnel is biased, the position of maximum deformation caused by ground settlement is generally in a parallel area 0.5 times the buried depth from the center line of the tunnel. (3) Through the double-layer verification of simulation analysis and monitoring measurement data, prior to the construction of buildings with similar weak foundations, their foundations should be reinforced in advance. (4) In the process of this simulation, the complicated influence of water pressure on tunnel excavation was not considered, which can be further optimized in the later stage.
Analysis on the Settlement of Adjacent Buildings Caused by the Underpassing Construction of the Biased Tunnel
Zhang Xu (Autor:in) / Wang Dong (Autor:in) / Wu Tong (Autor:in) / Shi Zhenyue (Autor:in) / Li Shaobo (Autor:in) / Tian Yuanyuan (Autor:in) / You Hongyue (Autor:in)
2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Excavation monitoring of a large cross section tunnel underpassing an existing railway
British Library Conference Proceedings | 2001
|British Library Conference Proceedings | 2012
|Trans Tech Publications | 2012
|Analysis of Settlement Caused by Tunnel Underneath Existing Railway after Construction
Trans Tech Publications | 2013
|