Pasternak Model for Oblique Pullout of Inextensible Reinforcement-Reference-Cited by-同舟云学术

Pasternak Model for Oblique Pullout of Inextensible Reinforcement

Published:2012-12 Issue:12 Volume:138 Page:1503-1513
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Patra Shantanu¹,Shahu J. T.²

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, Indian Institute of Technology (IIT Delhi), Hauz Khas, New Delhi 110016, India.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology (IIT Delhi), Hauz Khas, New Delhi 110016, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000720

Reference17 articles.

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3. Gourc J. P. Ratel A. and Delmas P. (1986). “Design of fabric retaining walls: The displacement method.” Proc. 3rd Int. Conf. on Geotextiles Geomembranes and Other Products Vienna Vol. 2 289–294.

4. Keynote lecture: Links between the testing, modeling and design of reinforced soil;Jewell R. A.;Proc., Int. Symp. on Earth Reinforcement,1992

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