Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress-Reference-Cited by-同舟云学术

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Experimental and numerical based model formulation for estimation of subgrade resilient modulus using the repeated load CBR test considering in situ state of stress

Published:2024-09 Issue: Volume:48 Page:101331
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Kaushik Supratim,Kumar Suman,Siddagangaiah Anjan Kumar

Funder

Indian Institute of Technology Guwahati

National Institute of Technology Srinagar

Publisher

Elsevier BV

Reference22 articles.

1. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Rep. No. NCHRP 1-37A. Washington, DC: NCHRP (National Cooperative Highway Research Program); 2004.

2. Pavement analysis and design;Huang,1993

3. NCHRP synthesis 382 estimating stiffness of subgrade and unbound materials for pavement design;Puppala,2008

4. An analysis of the California bearing ratio test in saturated clays;Hight;Geotechnique,1982

5. Sukumaran B, Kyatham D, Shah V, Sheth A. Suitability of using California bearing ratio test to predict resilient modulus; 2004.

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