Seismic Behaviour of Retaining Structures, Design Issues and Requalification Techniques

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• 作者：Deepankar Choudhury (1) (2)
  Amey D. Katdare (1)
  Sanjay K. Shukla (3)
  B. Munwar Basha (4)
  Priyanka Ghosh (5)
  
• 关键词：Seismic analysis ; Pseudo ; static analysis ; Pseudo ; dynamic analysis ; Retaining structures ; Design codes
• 刊名：Indian Geotechnical Journal
• 出版年：2014
• 出版时间：June 2014
• 年：2014
• 卷：44
• 期：2
• 页码：167-182
• 全文大小：846 KB
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• 作者单位：Deepankar Choudhury (1) (2)
  Amey D. Katdare (1)
  Sanjay K. Shukla (3)
  B. Munwar Basha (4)
  Priyanka Ghosh (5)
  
  1. Department of Civil Engineering, Indian Institute of Technology Bombay (IIT Bombay), Powai, Mumbai, 400076, India
  2. Academy of Scientific and Innovative Research (AcSIR), New Delhi, India
  3. Discipline of Civil Engineering, School of Engineering, Edith Cowan University, Perth, WA, Australia
  4. Department of Civil Engineering, Indian Institute of Technology Hyderabad, Ordnance Factory Campus, Yeddumailaram, 502205, India
  5. Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur, India
  
• ISSN：2277-3347

文摘

The realistic estimation of seismic earth pressure is very crucial for the design of retaining structures in seismic-prone areas. Several researchers have developed analytical and numerical methods for the estimation of seismic earth pressure. Some experimental studies are also reported to clearly present the seismic behaviour of retaining structures. Pseudo-static and pseudo-dynamic methods are the ones which are popularly used for the calculation of seismic earth pressure. Pseudo-dynamic method is a modification of the conventional pseudo-static method by eliminating most of the limitations. Recently, the researchers have shown that the new dynamic method considering Rayleigh wave, which plays a major role in the calculation of seismic earth pressures to maintain compatible dynamic stress boundary conditions, is better than pseudo-dynamic method as validated through the available dynamic centrifuge test results. This state-of-the-art paper presents a critical review of the literature on the available procedures for the seismic analysis, design and requalification of retaining structures. The methods which are currently used in routine practice for the seismic design of retaining structures are also explained briefly. Indian and some other international design codes for the seismic design of retaining structures are explained. For new design and requalification of existing retaining structures in seismic-prone areas, a worked out example is provided with recommendations for techniques of requalification.