Numerical Studies on the Reinforced Fly Ash Wall in Tiered Configuration-Reference-Cited by-同舟云学术

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Numerical Studies on the Reinforced Fly Ash Wall in Tiered Configuration

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumar Ankita¹^ORCID,Mandal J. N.²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400076, Maharashtra, India (corresponding author). ORCID: .

2. Former Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400076, Maharashtra, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8253

Reference55 articles.

1. Numerical modelling of surface strip footings resting on double-faced wrap-around vertical reinforced soil walls;Anubhav S.;Geosynth. Int.,2011

2. Geotechnical and geoenvironmental properties of recycled construction and demolition materials in pavement subbase applications;Arulrajah A.;J. Mater. Civ. Eng.,2013

3. ASTM. 2011. Standard test method for consolidated drained triaxial compression test for soils. ASTM D7181-20. West Conshohocken, PA: ASCE.

4. ASTM. 2015. Standard test methods for laboratory compaction characteristics of soil using standard effort (12, 400 ft-lbf/ft3(600 kN-m/m3)). ASTM D698. West Conshohocken, PA: ASTM.

5. ASTM. 2017. Standard test method for tensile properties of geotextiles by the wide-width strip. ASTM D4595-17. West Conshohocken, PA: ASTM.

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