Dynamic Analysis of Sand Embankment by Shaking Table Test

Author:

Hore Ripon,Hossain Md. Zakir,Ansary Mehedi A.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Murata O, Tateyama M, Tatsuoka F (1994) Shaking table tests on a large geosynthetic-reinforced soil retaining wall model. In: Tatsuoka F, Leshchinsky D (eds) Recent case histories of permanent geosynthetic-reinforced soil walls. Balkema, Rotterdam, pp 287–294

2. Tatsuoka F, Tateyama M, Uchimura T, Koseki J (1997) Geosynthetic-reinforced soil retaining walls as important permanent structures. Geosynth Int 4(2):81–136

3. Bathurst, R. J., El-Emam, M., and Mashhour, M. M. (2002). Shaking table model study on . the dynamic response of reinforced soil walls. Proceedings of the 7th International Geosynthetics Conference, Nice, France, September 2002, Vol. 1, pp. 99–102.

4. Huang CC, Wang WC (2005) Seismic displacement charts for the performance-based assessment of reinforced soil walls. Geosynth Int 12(4):176–190

5. Nimbalkar SS, Choudhury D, Mandal JN (2006) Seismic stability of reinforced-soil wall by pseudo-dynamic method. Geosynth Int 13(3):111–119

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