Experimental Investigation of the Effect of Strip Footing on Shear Band Development and Lateral Pressure Distribution in Helical Soil-Nailed Walls-Reference-Cited by-同舟云学术

Experimental Investigation of the Effect of Strip Footing on Shear Band Development and Lateral Pressure Distribution in Helical Soil-Nailed Walls

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yadegari Samaneh¹,Yazdandoust Majid²^ORCID

Affiliation:

1. Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Tehran 1477893855, Iran.

2. Dept. of Civil Engineering, Univ. of Qom, Qom 3716146611, Iran (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7787

Reference63 articles.

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2. ASTM. 2011. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.

3. Instrumentation of geogrid-reinforced soil wall;Bathurst R. J.;Transp. Res. Rec.,1990

4. Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry;Bi Z.;Can. Geotech. J.,2020

5. Bobbitt, D. E. 1996. Chance soil screw retention wall system report. Centralia, MO: Chance Civil Construction.

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