Stiffness Degradation and Yielding of EPS Geofoam under Cyclic Loading-Reference-Cited by-同舟云学术

Stiffness Degradation and Yielding of EPS Geofoam under Cyclic Loading

Published:2012-01 Issue:1 Volume:24 Page:119-124
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Trandafir Aurelian C.¹²,Erickson Benjamin A.¹²

Affiliation:

1. Assistant Professor, Dept. of Geology and Geophysics, Geological Engineering Program, Univ. of Utah, 115 South 1460 East Rm. 383, Salt Lake City, UT 84112-0101 (corresponding author).,

2. Graduate Student, Dept. of Geology and Geophysics, Geological Engineering Program, Univ. of Utah, 115 South 1460 East Rm. 383, Salt Lake City, UT 84112-0101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000362

Reference12 articles.

1. Athanasopoulos G. A. Nikolopoulou C. P. Xenaki V. C. and Stathopoulou V. D. (2007). “Reducing the seismic earth pressure on retaining walls by EPS geofoam buffers—numerical parametric study.” Proc. Geosynthetics Conf. Industrial Fabrics Association International St. Paul MN.

2. Dynamic Properties of EPS Geofoam: An Experimental Investigation

3. Hazarika H. (2001). “Mitigation of seismic hazard on retaining structures—a numerical experiment.” Proc. 11th Int. Offshore and Polar Engineering Conf. The International Society of Offshore and Polar Engineering Stavanger Norway 459–464.

4. Pelekis P. C. Xenaki V. C. and Athanasopoulos G. A. (2000). “Use of EPS geofoam for seismic isolation of earth retaining structures: Results of an FEM study.” Proc. Second European Geosynthetics Conference Bologna Italy International Geosynthetics Society Paris 843–846.

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