Lateral Earth Pressure Distribution and Shear Band Development within Back-to-Back Mechanically Stabilized Earth Walls Under Seismic Conditions-Reference-Cited by-同舟云学术

Lateral Earth Pressure Distribution and Shear Band Development within Back-to-Back Mechanically Stabilized Earth Walls Under Seismic Conditions

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yazdandoust Majid¹^ORCID,Samee Amir Abbas²,Ghalandarzadeh Abbas³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, University of Qom, Qom 3716146611, Iran (corresponding author). ORCID: .

2. Ph.D. Candidate, Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Tehran 1477893855, Iran.

3. Professor, School of Civil Engineering, Univ. College of Engineering, Univ. of Tehran, Tehran 1417935840, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001826

Reference68 articles.

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4. Anderson L. R. K. D. Sharp and O. T. Harding. 1987. “Performance of a 50-foot high welded wire wall.” In Proc. Soil Improvement: A Ten Year Update Conf. edited by J. P. Welsh 280–308. Reston VA: ASCE.

5. ASTM. 2013. Standard test method for measuring geosynthetic pullout resistance in soil. ASTM D6706-01. West Conshohocken, PA: ASTM.