Unified Elastoplastic–Viscoplastic Bounding Surface Model of Geosynthetics and Its Applications to Geosynthetic Reinforced Soil-Retaining Wall Analysis-Reference-Cited by-同舟云学术

Unified Elastoplastic–Viscoplastic Bounding Surface Model of Geosynthetics and Its Applications to Geosynthetic Reinforced Soil-Retaining Wall Analysis

Published:2007-07 Issue:7 Volume:133 Page:801-815
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Liu Huabei¹²,Ling Hoe I.¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

2. Associate Professor, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York, NY 10027.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A7%28801%29

Reference44 articles.

1. Allen T. Vinson T. S. and Bell J. R. (1982). “Tensile strength and creep behavior of geotextiles in cold regions applications.” Proc. 2nd Int. Conf. on Geotextiles Industrial Fabrics Association International St. Paul Minn. Vol. 2 775–780.

2. Andrewes K. Z. McGown A. and Murray R. T. (1986). “The load-strain-time-temperature behavior of geotextiles and geogrids.” Proc. 3rd Int. Conf. on Geotextiles Industrail Fabrics Association International St. Paul Minn. Vol. 3 707–712.

3. Response of a woven and a non-woven geotextile to monotonic and cyclic simple tension;Ashwamy A. K.;Geosynthet. Int.,1996

4. In-isolation cyclic load-extension behavior of two geogrids;Bathurst R. J.;Geosynthet. Int.,1994

5. Seismic response analysis of geosynthetic reinforced soil segmental retaining walls by finite element method

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