Reduction of Lateral Earth Forces Acting on Rigid Nonyielding Retaining Walls by EPS Geofoam Inclusions-Reference-Cited by-同舟云学术

Reduction of Lateral Earth Forces Acting on Rigid Nonyielding Retaining Walls by EPS Geofoam Inclusions

Published:2011-12 Issue:12 Volume:23 Page:1711-1718
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ertugrul Ozgur L.¹²,Trandafir Aurelian C.¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Geotechnics Division, Middle East Technical Univ., 06531, Ankara, Turkey (corresponding author).

2. Assistant Professor, Dept. of Geology and Geophysics, Geological Engineering Program, Univ. of Utah, 115 S 1460 E, Room 383, Salt Lake City, UT 84112-0102.

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.1943-5533.0000348

Reference12 articles.

1. Cushion foundations: rigid expanded polystyrene foam as a deforming and cushioning layer

2. Forum8. (2006). “Analysis of elementary stress/dynamic analysis of the total stress/dynamic analysis of effective stress (liquefaction analysis) program.” UC-1 dynamic effective stress analysis for ground (UWLC) Version 2 Tokyo.

3. The compressible inclusion function of EPS geofoam

4. Laboratory study of expanded polystyrene (EPS) geofoam used with expansive soils

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