Analysis of Monitoring Results of a Deep Foundation Pit with Pile-Anchor Retaining Structure

Xiao Hua Yang; Fang Wu Wu; Teng Chen; Xing Liu

doi:10.4028/www.scientific.net/AMM.580-583.28

Paper Titles

3D Finite Element Analysis on Behaviour of Piled Raft Foundations
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A Modified Method to Fit Probability Distributions of Geotechnical Parameters Using Stochastic Weighted Entropy Principle
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A Research on Elastoplastic Theory Based on Full State Function
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Affect of Large Deep Foundation Pit Dewatering on the Neighboring Buildings
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Analysis of Monitoring Results of a Deep Foundation Pit with Pile-Anchor Retaining Structure
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Analysis on Strengthening of Plant to Slope Soil under Orthogonal States
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Centrifuge Model Study of High Strength Piles Composite Foundation Settlement & Instability under Embankment in Different Kind Soils by Different Pile Spacing
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Comparative Experimental Research of Soil Freezing with Pressure and Non-Pressure
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Discussion on Treatment Technology of Reinforcement Pile in Karst Area
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Analysis of Monitoring Results of a Deep...

Analysis of Monitoring Results of a Deep Foundation Pit with Pile-Anchor Retaining Structure

Abstract:

According to characteristics and surrounding environments of a deep foundation pit with pile-anchor retaining structure, a monitoring program was developed. The monitoring focused on horizontal displacements of retaining piles, subsidence of soil surrounding foundation pit and settlements of buildings near foundation pit. The results show that the maximum displacements are in middle position of sides and at corners of foundation pit. The horizontal displacements and settlements of pits are efficiently rejected by anchors. The displacements of buildings near foundation pit are affected by many factors, such as the excavation speed and anchor. The displacement exists characteristics of time and spatial effects. The monitoring results provide a reliable basis for the safety construction and rational organization of construction.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

28-33

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.28

Citation:

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Online since:

July 2014

Authors:

Xiao Hua Yang*, Fang Wu Wu, Teng Chen, Xing Liu

Keywords:

Deep Foundation Pit, Settlement, Structure Monitoring

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* - Corresponding Author

References

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