Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method
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Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method
Vol. 33, Issue S2, (2012)
作者机构:
1. 北京交通大学 土木建筑工程学院,北京,100044
2. 北京建筑工程学院 土木与交通工程学院,北京,100044
作者简介:
基金信息:
DOI:
CLC:U45
Online First:11 December 2012,
Published:2012
稿件说明:
移动端阅览
WANG Fang, HE Shao-hui, LIU Jun, et al. Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method[J]. 2012, 33(S2).
DOI:
WANG Fang, HE Shao-hui, LIU Jun, et al. Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method[J]. 2012, 33(S2).DOI:
Analysis of control standard for ground surface settlement in excavating metro station by shield tunnel combined with pile-beam-arch method
The contradictory between the construction of metro station and shield tunnel may be high effectively and safely solved by enlarging shield tunnel with shallow buried and undercutting method. The experiment section of Beijing metro line 14 is constructed by earth pressure balance shield machine with an outer diameter of 10 m; and the stations on this section will be constructed by pile-beam-arch method. The empirical formulas of predicting the ground surface settlement
the related statistics data and specifications
and numerical simulation methods
are used to predict the ground surface settlement caused by the large cross-section shield tunnel combined with pile-beam-arch method in construction process. Combined with the ground surface settlement control reference value of Beijing metro station and the statistic data of existing metro station statistics
the reasonable ground settlement control standard is put forward. In accordance with the three class control management methods
the ground surface settlement is controlled step by step. The research result has some reference value to guide the engineering construction.
Prediction of tunneling-induced ground surface settlement within composite strata using multi-physics-informed neural network
Intelligent geological condition recognition in shield tunneling via time-series clustering and online learning
Shield-soil interaction model and numerical solution methodology considering active articulation system
Displacement superposition method of numerical analysis for determining influence of complex metro station construction on deformation of adjacent buildings
Deformation effect on existing tunnels overlapped by new tunnel in lower-region
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