Modulus Improvement Factor-Based Design Coefficients for Geogrid- and Geocell-Reinforced Bases-Reference-Cited by-同舟云学术

Modulus Improvement Factor-Based Design Coefficients for Geogrid- and Geocell-Reinforced Bases

Published:2022-09 Issue:3 Volume:148 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Saride Sireesh¹^ORCID,Baadiga Ramu²,Balunaini Umashankar³,Madhira Madhav R.⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502284, India (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502284, India.

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502284, India.

4. Visiting Professor, Dept. of Civil Engineering, Indian Institute of Technology Hyderabad, Kandi, Sangareddy, Telangana 502284, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000380

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3. Baadiga R. U. Balunaini and S. Saride. 2021a. “Influence of geogrid aperture size on the behavior of mechanically stabilized pavements.” In Proc. Int. Airfield and Highway Pavements Conf. 2021 271–282. Reston VA: ASCE. https://doi.org/10.1061/9780784483510.025.

4. Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases;Baadiga R.;Transp. Geotech.,2021

5. The performance of geogrid reinforced road bases;Bauer G. E.;Constr. Build. Mater.,1987

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