Numerical Study of Behavior of Anchor Plates in Clayey Soils-Reference-Cited by-同舟云学术

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Numerical Study of Behavior of Anchor Plates in Clayey Soils

Published:2013-10 Issue:5 Volume:13 Page:502-513
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jesmani Mehrab¹,Kamalzare Mehrad²,Nazari Moeen³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Imam Khomeini International Univ., 34149-16818 Ghazvin, Iran.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180 (corresponding author).

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Oklahoma, Norman, OK 73071.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000236

Reference27 articles.

1. ABAQUS 6.9 [Computer software]. Providence RI Dassault Systèmes Simulia Corp.

2. Horizontally loaded vertical plate anchors in sand;Akinmusuru J. O.;J. Geotech. Engrg. Div.,1978

3. Failure of an anchored bulkhead;Daniel D. E.;J. Geotech. Engrg. Div.,1982

4. Das B. M. (1975). “Pullout resistance of vertical anchors.” J. Geotech. Engrg. Div. 101(1) 87–91.

5. Load-displacement relationship for vertical anchor plates;Das B. M.;J. Geotech. Engrg. Div.,1975

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