2001Unpublished venueRequires access

The Inclination Prevention of Pier on the Landslide by Prestress Anchor Cable Technique

Feng Zhong

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Abstract

According to the observed results of inclination value of the pier and abutment on landslide,with considering the geological situation of landslide and the relevant technical index requirement of the superhighway for the bridge structure the prestressing anchor cable technique was applied to the inclination correction of the bridge pier and abutment on landslide to prevent the bridge foundation from sliding.The analysis and calculation results reveal that this method is very effective.

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What this paper is about

According to the observed results of inclination value of the pier and abutment on landslide,with considering the geological situation of landslide and the relevant technical index requirement of the superhighway for the bridge structure the prestressing anchor cable technique was applied to the inclination correction of the bridge pier and abutment on landslide to prevent the bridge foundation from sliding.The analysis and calculation results reveal that this method is very effective.

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Available abstract

According to the observed results of inclination value of the pier and abutment on landslide,with considering the geological situation of landslide and the relevant technical index requirement of the superhighway for the bridge structure the prestressing anchor cable technique was applied to the inclination correction of the bridge pier and abutment on landslide to prevent the bridge foundation from sliding.The analysis and calculation results reveal that this method is very effective.

Key concepts: Pier, Landslide, Abutment, Geotechnical engineering, Structural engineering, Bridge (graph theory), Geology, Foundation (evidence)

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