Application of Comprehensive Evaluation Method to Foundation Pit Engineering

Jian Xin Zhang; Jia Li Dai; Bin Liu

doi:10.4028/www.scientific.net/AMR.446-449.1775

Paper Titles

Upper Bound Solution for Ultimate Bearing Capacity of Foundation Based on Unified Strength Theory
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General Slice Method Based on Rigorous Equilibrium to Solve the Factor of Safety
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Numerical Simulation of Pumping Well-Underground Concrete Wall-Recharging Well in Dewatering of Deep Foundation Pit
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Numerical Simulation of the Interfacial Behaviour of Grouted Rockbolts in Tunnel Support Based on a Tri-Linear Bond-Slip Model
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Application of Comprehensive Evaluation Method to Foundation Pit Engineering
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Numerical Simulation of Geostress and Support of Roadway Crossing Strata in Complex Stress Condition
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New Construction Method of Marine Cofferdam on the Soft Ground in Tideland
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Stability Analysis for Bedded Rock Slope with Effect of Contact
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Study on the Deformation of Supporting Structure for Foundation Pit in Strata with Rock-Soil Combination
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Application of Comprehensive Evaluation Method to...

Application of Comprehensive Evaluation Method to Foundation Pit Engineering

Abstract:

Based on the monitoring data of the deep foundation pit, established an adjacent deep foundation pit safety risk fuzzy synthetic evaluation model, and then determine safety grades , using the method to evaluate the safety of the environment surrounding the foundation pit. Practice proves that the method can reflect the risk condition of the pit, and provided a new way to check the security of the pit.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1775-1780

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1775

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Cite this paper

Online since:

January 2012

Authors:

Jian Xin Zhang, Jia Li Dai, Bin Liu

Keywords:

Foundation Pit, Fuzzy Synthetic Evaluation, Monitoring, Surrounding Environment

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References

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