Robust design optimization of retaining wall backfilled with shredded tire in the face of earthquake hazards

Author:

Ravichandran Nadarajah,Wang Lei,Rahbari Parishad,Juang C. Hsein

Funder

Clemson University

National Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference75 articles.

1. Ahmed I, Lovell CW (1993) Rubber soil as light weight geomaterials. Transp Res Rec:61–70

2. Andrews DW, and Guay MA (1996) “Tire chips in a superfund landfill cap: a case history of the first use of a tire chip drain layer.” Nineteenth International Madison Waste Conference, Dept. of Engineering Professional Development, University of Wisconsin-Madison

3. Babu GLS, Basha BM (2008) Optimum design of cantilever retaining walls using target reliability approach. Int J Geomechanics 8:240–252

4. Balunaini U, Yoon S, Prezzi M and Salgado R (2009) “Final report: tire shred backfill in mechanically stabilized earth wall application.” FHWA/NA/JTRP, 2008/17

5. Black BA, Shakoor A (1994) A geotechnical investigation of soil-tire mixtures for engineering applications. In: Proceedings of the first international conference on environmental Geotechnics, Bitech publications, pp 617–623

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