Ground Settlement of Buildings Caused by Foundation Pit Excavation: a Case Study

Xiao Min Li; Yong Gao Chen

doi:10.4028/www.scientific.net/AMR.368-373.2504

Paper Titles

A Dynamic Test of Fully Prestressed Concrete Beams
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Study on the AE Characteristics and Wave Velocity of Concrete during the Total Failure Process
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Optimal Design of Foundation Pit Dewatering Based on Objective Functions and Numerical Analysis
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Numerical Simulation of Creep Deformation for Large Section Tunnel in Soil with Visco-Elastic-Plastic FEM
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Ground Settlement of Buildings Caused by Foundation Pit Excavation: a Case Study
p.2504

Constitutive Model Identification of Rock Based on Artificial Intelligence
p.2509

Numerical Analysis of Damage for Y-Shape Tunnel
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Numerical Analysis of the Influence of Tunnel Construction on High-Voltage Transmission Tower
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Transportation Matching Design of Earth Pressure Balance Shield in Medium Distance Tunnel
p.2526

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Ground Settlement of Buildings Caused by...

Ground Settlement of Buildings Caused by Foundation Pit Excavation: a Case Study

Abstract:

An engineering case is taken to analyze data of buildings settlement caused by foundation pit excavation. The predicted value was calculated and compared with the measured data to discuss the settlement of buildings nearby foundation pit. It is proved that sedimentation rate and settlement are relative to depth of the foundation pit and distance between buildings and foundation pit. This paper suggests to monitoring variation during construction in order to ensure safety of structural support and surroundings.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2504-2508

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2504

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Online since:

October 2011

Authors:

Xiao Min Li, Yong Gao Chen

Keywords:

Foundation, Foundation Pit Excavation, Settlement

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