Back-Calculation of Nonlinear Properties of Subgrade Using a New In Situ Nondestructive Testing Approach Based on Loading Sequence-Reference-Cited by-同舟云学术

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Back-Calculation of Nonlinear Properties of Subgrade Using a New In Situ Nondestructive Testing Approach Based on Loading Sequence

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fan Haishan¹^ORCID,Zhang Junhui²^ORCID,Zheng Jianlong³

Affiliation:

1. Ph.D. Candidate, School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China. ORCID: .

2. Professor, School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China (corresponding author). ORCID: .

3. Professor, National Engineering Research Center of Highway Maintenance Technology, School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha 410114, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8699

Reference49 articles.

1. AASHTO. 2021. Guide for design of pavement structures: Standard method of test for determining the resilient modulus of soils and aggregate materials. T307-99. Washington, DC: AASHTO.

2. Harmonized Resilient Modulus Test Method for Unbound Pavement Materials

3. Back-calculation of elastic modulus of soil and subgrade from portable falling weight deflectometer measurements

4. Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States

5. Advances in backcalculating the mechanical properties of flexible pavements

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