Chapter
Apr 26, 2012
Seismic Dynamic Response Regularity of Two Different Types of Subgrade Retaining Walls
Publication: ICTE 2011
Abstract
Using numerical simulation method, dynamic response regularity of highway roadbed retaining wall under the action of earthquake is simulated. Calculation model is established with reference to the basic size of anti-seismic retaining wall. The seismic dynamic response characteristics of two different types retaining walls using to strengthen highway roadbed which include upright retaining wall, inclined retaining wall and balance weight retaining wall is calculated. Their seismic efficiency is compared and some regular conclusions are reached.
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Information
Published In
ICTE 2011
Pages: 1951 - 1956
Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Authors
Affiliations
Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Chengdu, Sichuan, China, 610041; and Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan, China, 610041.E-mail: [email protected]
College of Civil Engineering, Southwest Jiaotong University, City, Chengdu, Sichuan, China, 610031.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.