Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade-Reference-Cited by-同舟云学术

Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade

Published:2021-09 Issue:9 Volume:21 Page:04021163
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dash Sujit Kumar¹^ORCID,Majee Anjan²

Affiliation:

1. Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721 302, India (corresponding author). ORCID: .

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721 302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002128

Reference55 articles.

1. Computational validation of static and dynamic plate load testing

2. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations

3. Settlement and bearing capacity of geogrid-reinforced sand over collapsible soil

4. Geosynthetic-Reinforced Soils Under Repeated Loading: A Review and Comparative Design Study

5. ASTM. 2003. Standard test method for unconsolidated-undrained triaxial compression test on cohesive soils. ASTM D2850-03. West Conshohocken, PA: ASTM.

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