Chapter
Apr 26, 2012
Tackling the Bad Geology and High Retaining Wall Disasters of Highway in a Comprehensive Way — using ''Concrete Slab and Prestressed Anchor Stay'' Technique
Publication: International Conference on Transportation Engineering 2007
Abstract
The up-and-down traffic of the section between K3+420 to K3+520 of some A highway in Lishui City Zhejiang Province was designed into two separated roadbeds. The road shoulder retaining wall along the left side of right roadbed occurred serious disasters of vertical and horizontal cracks, avalanches, peeling off, crushing, tympanites and sliding, etc. Based on the site survey, investigation and analysis, this paper pointes out the causes leading to these disasters as follows: abrupt topography, complex and bad engineering geology, unreasonable design and wrong choice of construction material, etc. Adopting the comprehensive scheme of "concrete slab and prestressed anchor stay", we tackle the bad geology and high retaining wall disasters effectively and successfully. It is proved that the effect of strengthening measures is remarkable, and has reference value to similar projects.
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© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Concrete
- Concrete slabs
- Design (by type)
- Disaster risk management
- Disasters and hazards
- Engineering fundamentals
- Engineering materials (by type)
- Geology
- Geotechnical engineering
- Highway and road design
- Materials engineering
- Materials processing
- Prestressed concrete
- Prestressing
- Retaining structures
- Slabs
- Structural engineering
- Structural members
- Structural systems
Authors
Affiliations
Zhejiang Shanshui Construction Limited Company, 218, Hanghai Road, Hangzhou. 310016,. E-mail: [email protected]
Zhejiang Shuren University, 8, Shuren Rd., Hangzhou 310015, People's Republic of China. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.