Performance evaluation of geosynthetic reinforced marginal material as base layer over weak subgrade-Reference-Cited by-同舟云学术

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Performance evaluation of geosynthetic reinforced marginal material as base layer over weak subgrade

Published:2024-02-22 Issue:1 Volume:25 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Divakar Minchala¹,Gottumukkala Bharath²,Swarna Surya Teja³,Prasad Pulikanti Subramanya⁴,Arunkumar Goli³

Affiliation:

1. Civil Engineering Department, Indian Institute of Technology, Kharagpur, India

2. Flexible Pavement Division, CSIR-Central Road Research Institute, New Delhi, India

3. Department of Civil Engineering, Center for Research and Education in Advanced Transportation Engineering Systems (CREATES), Rowan University, Glassboro, NJ, USA

4. Geotechnical Division, CSIR-Central Road Research Institute, New Delhi, India

Funder

National Mission on Himalayan Studies

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2024.2318605

Reference51 articles.

1. AASHTO 1993. AASHTO guide for design of pavement structures.

2. Evaluation of Factors Affecting the Performance of Geogrid-Reinforced Granular Base Material Using Repeated Load Triaxial Tests

3. Experimental study on bamboo grid reinforced copper slag overlying soft subgrade

4. Laboratory evaluation of geosynthetic-reinforced pavement sections;Al-Qadi I. L.;Transportation Research Record,1994

5. ASTM D8462-22, 2022. Standard test method for cyclic plate load tests to evaluate the structural performance of roadway test sections with geosynthetics. West Conshohocken, PA: ASTM International.

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