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- W2354210609 abstract "The reconstruction project for the Xiongchu Avenue in Wuhan adopts the scheme of viaduct+ BRT(bus rapid transport)under the viaduct+ ground auxiliary road.The main line viaduct is designed as a continuous beam bridge with spans of 40 m,the width of which is about 26 m with dual six lanes three lanes on each side.The dominant adverse geological condition around the construction site is the Karst topography.The design was carried out in accordance with the substructure of urban bridges in Karst areas.By the comprehensive comparison and selection of the schemes of vase-shaped pier,frame pier and single-columned pier,the single-columned pier was finally chosen as the main form of piers.To ensure the accuracy of geological survey,two or three geological drilling holes are needed for each pile.According to the actual condition at the construction site,a basic rock-embedded depth of 2.5times of the pile diameter was determined.The bedrock roof models for simply-supported beam,cantilever beam and fixed beam were established,and by the results of calculation and analysis and data comparison,the minimum safety thickness for the bedrock roof was determined.For the problem of Karst pile foundation leakage,a series of measures were taken,such as rip-rap filling,grouting before the steel casings were driven." @default.
- W2354210609 created "2016-06-24" @default.
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- W2354210609 date "2014-01-01" @default.
- W2354210609 modified "2023-09-23" @default.
- W2354210609 title "Substructure Design and Construction for Urban Bridges in Karst Area" @default.
- W2354210609 hasPublicationYear "2014" @default.
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