An Effective Method of Evaluating Safety of Adjacent Buildings Influenced by Metro Construction in Beijing

Xi Yuan Sun

doi:10.4028/www.scientific.net/AMM.170-173.1467

Paper Titles

Numberical Analysis in the Deformation of Adjacent Buildings and Underground Pile Caused by Tunnel Shield Construction
p.1444

Field Monitoring and Numerical Simulation Study on Mechanical Characteristics of Extra-Long Highway Tunnel
p.1450

Study on the Effects of Air Temperature Distribution by Flow State inside Cold Region Tunnel
p.1455

Study on Sub-Level Classification Method of Road Tunnel Surrounding Rock According to the Hierarchical Cluster Analysis
p.1463

An Effective Method of Evaluating Safety of Adjacent Buildings Influenced by Metro Construction in Beijing
p.1467

Three Dimensional Elastic-Plastic Numerical Simulation of Tunnel Excavation Sequence of Dalian Speed Railway
p.1474

Research on Float Upward Point Values for Tunnel Uplift Hierarchical Control during Shield Tunnel Construction
p.1479

Quality and Efficient Tunneling Technology in Xin San Mine
p.1486

Numerical Study on the Effect of Twin-Tube Shield Excavation on Adjacent Pipelines
p.1491

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173An Effective Method of Evaluating Safety of...

An Effective Method of Evaluating Safety of Adjacent Buildings Influenced by Metro Construction in Beijing

Abstract:

With the growing demand for public transportation in big cities, metro construction is developed rapidly. It is much important to keep the adjacent buildings safe in the course of metro construction. In this paper, an effective method of evaluating safety of adjacent buildings influenced by metro construction in Beijing is suggested. It is composed with collection of related data, analysis of geotechnical condition, detection of building appearance quality, measurement of existing building, control standard of subgrade deformation and numerical prediction. Finally, an example is given to explain this method in detail.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

1467-1473

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.1467

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Online since:

May 2012

Authors:

Xi Yuan Sun

Keywords:

Adjacent Building, Geotechnical Condition, Metro Construction, Numerical Prediction, Safety

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References

[1] L. Yang. Study on safe influence of metro tunneling using mining method on adjacent building [D]. Beijing: Beijing Jiaotong University, 2008. (In Chinese)

Google Scholar

[2] CH. Wang, W. Gao and K. Wang. Analysis on numerical simulations of construction of metro stations passing underneath buildings [J]. Tunnel Construction, 2010, 30(Sup. 1): 145-150. (In Chinese)

Google Scholar

[3] H. Mroueh, I. Shahrour. A full 3-D finite element analysis of tunnelling-adjacent structures interaction [J]. Computer and Geoteehnics, 2003, (30): 245-253.

DOI: 10.1016/s0266-352x(02)00047-2

Google Scholar

[4] GB 50292-1999, Standard for appraiser of reliability of civil buildings [S]. Beijing: China Architecture & Building Press, 1999. (In Chinese)

Google Scholar

[5] CH. Heng, Y. Teng and X. Chen. Research of allowable deformation value of the building foundation soils above metro shield tunnel [J]. Chinese Journal of Underground Space and Engineering, 2006, 2(8): 1337-1340. (In Chinese)

Google Scholar

[6] GB 50007-2002, Code for design of building foundation[S]. Beijing: China Architecture & Building Press, 2002. (In Chinese)

Google Scholar