Chapter
Apr 26, 2012
Research on the Displacement Monitoring and Prevention Techniques of Bridge Foundation on Landslide
Authors: Jin Li [email protected], Chun-lin Jiang, and Nian-zuo ZhangAuthor Affiliations
Publication: Slope Stability and Earth Retaining Walls
Abstract
The pile and abutment stability introduce a design challenge when highway or railway bridge is constructed within a landslide in mountainous regions or hilly land. Aiming at the deformation of bridge foundation caused by the movement of the landslide, the displacement feature of the pile and the abutment were tracked and measured by setting measuring spots at the bridge pier. Based on the analysis of observed data and theoretical analysis, the paper proposes a combination treatment using prestressed anchor cable and prestressed slide resistant pile, and the method for calculating anchoring force is given. Length of anchor cable and prestress force value are designed base on the results of field testing. Practical application shows that the method is effective and can be referenced in engineering practice.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Bridge abutments
- Bridge components
- Bridge design
- Bridge engineering
- Bridge foundations
- Bridges
- Bridges (by type)
- Cables
- Caissons
- Continuum mechanics
- Design (by type)
- Displacement (mechanics)
- Engineering fundamentals
- Engineering mechanics
- Equipment and machinery
- Foundations
- Geohazards
- Geotechnical engineering
- Highway bridges
- Landslides
- Railroad bridges
- Skew bridges
- Solid mechanics
- Structural engineering
- Structural mechanics
Authors
Affiliations
Department of Civil Engineering, Shandong Jiaotong University, Jinan, China, 250023.E-mail: [email protected]
Chun-lin Jiang
Department of Civil Engineering, Shandong Jiaotong University, Jinan, China, 250023
Nian-zuo Zhang
The Fourteenth Engineering Bureau Group Co. of Chinese Railway, Jinan, China, 250014
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