Study on Methods for Deep Foundation Pit Supporting in Beijing

Wen Hui Tan; Cong Cong Li; Hong Bao Sun

doi:10.4028/www.scientific.net/AMR.639-640.608

Paper Titles

Vertical Loading Test on the Bearing Capacity of Large-Diameter Filling-Piles in the Mudstone and Sandstone Foundation
p.587

Failure Mechanism of a Slope Anti-Sliding Pile
p.593

Study of the Effect of Shear Rates on Residual Shear of Landslide Soil
p.598

Numerical Analysis of Anchor Reinforced Length Effect on Highway Slope
p.602

Study on Methods for Deep Foundation Pit Supporting in Beijing
p.608

New Approach to Treat Broken Pile in Cast-In Site Bored Pile
p.615

Research on Deformation Control of Anchor Bolt Supporting Red Clay Deep Foundation Pit
p.619

The Application of Principal Component Analysis in Zone Subway Structural Performance Assessment
p.625

Time Effect of the Pile Bearing Capacity in Dredger Fill
p.630

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Study on Methods for Deep Foundation Pit...

Study on Methods for Deep Foundation Pit Supporting in Beijing

Abstract:

Abstract. Slope supporting piles and enlarged prestressed anchorage was used to support the deep foundation pit in Beijing which is a complicated engineering and influenced by many factors that locating in the midtown of Beijing city and nearby the construction, traffic trunk and underground pipelines based on the hydrological datum and geological conditions through the specific analysis of the actual conditions, surroundings and geological conditions of the site. Then taking full advantages of the large resist pulling force of single anchorage, small displacement and high reliability of enlarged prestressed anchorage and ensures the engineering be carried out safely and successfully.

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Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

608-614

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.608

Citation:

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Online since:

January 2013

Authors:

Wen Hui Tan, Cong Cong Li, Hong Bao Sun

Keywords:

Bored Pile, Deep Foundation Pit, Enlarged Prestressed Anchorage, Slope Support

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