Closure to “Influence of Geogrid Properties on Rutting and Stress Distribution in Reinforced Flexible Pavements under Repetitive Wheel Loading” by Ramu Baadiga, Umashankar Balunaini, Sireesh Saride, and Madhira R. Madhav-Reference-Cited by-同舟云学术

Closure to “Influence of Geogrid Properties on Rutting and Stress Distribution in Reinforced Flexible Pavements under Repetitive Wheel Loading” by Ramu Baadiga, Umashankar Balunaini, Sireesh Saride, and Madhira R. Madhav

Published:2023-02 Issue:2 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Baadiga Ramu¹,Balunaini Umashankar²^ORCID,Saride Sireesh³^ORCID,Madhav Madhira R.⁴

Affiliation:

1. Doctoral Student, Dept. of Civil Engineering, Indian Institute of Technology, Hyderabad, Kandi, Telangana 502284, India.

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

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004600

Reference15 articles.

1. Evaluating the performance of geosynthetic-reinforced unpaved roads using plate load tests

2. Geogrid mechanism in low-volume flexible pavements: accelerated testing of full-scale heavily instrumented pavement sections

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. 271–282. Reston VA: ASCE. https://doi.org/10.1061/9780784483510.025.

4. Influence of Geogrid Properties on Rutting and Stress Distribution in Reinforced Flexible Pavements under Repetitive Wheel Loading

5. Influence of tensile strength of geogrid and subgrade modulus on layer coefficients of granular bases