Characteristics of Resilient Modulus of Weathered Phyllite Subgrade during Saturation Process-Reference-Cited by-同舟云学术

Characteristics of Resilient Modulus of Weathered Phyllite Subgrade during Saturation Process

Published:2022-06 Issue:2 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:

Zhao Ying¹,Mao Xuesong²^ORCID,Hesham El Naggar M.³,Li Wenlin⁴

Affiliation:

1. Ph.D. Student, School of Highway, Chang’an Univ., Xi’an 710064, China.

2. Professor, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: .

3. Professor, Geotechnical Research Centre, Dept. of Civil and Environmental Engineering, Western Univ., London, ON, Canada N6A 5B9.

4. Engineer, Dept. of Planning and Contract, Zhengzhou Communications Planning, Survey and Design Institute, Zhengzhou 450052, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000351

Reference46 articles.

1. Incorporating the effect of moisture variation on resilient modulus for unsaturated fine-grained subgrade soils;Abu-Farsakh M. Y.;Transp. Res. Rec.,2015

2. Ali, N. A., and N. P. Khosla. 1987. Determination of layer moduli using a falling weight deflectometer, 1–10. Washington, DC: Transportation Research Board.

3. Bandyopadhyay, S. S., and J. A. Frantzen. 1983. Investigation of moisture-induced variation in subgrade modulus by cross-correlation method. Washington, DC: Transportation Research Board.

4. Variation of resilient modulus of subgrade soils over a wide range of suction states;Banerjee A.;J. Geotech. Geoenviron. Eng.,2020

5. Water sensitivity of resilient modulus of compacted unbound granular materials used as pavement base

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