Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis-Reference-Cited by-同舟云学术

Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis

Published:2022-01 Issue:1 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Abdollahi Masood¹^ORCID,Vahedifard Farshid²^ORCID

Affiliation:

1. Ph.D. Student, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762. ORCID: .

2. CEE Advisory Board Endowed Professor and Professor, Richard A. Rula of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002244

Reference76 articles.

1. AASHTO. 1993. Guide for design of pavement structures. Washington, DC: AASHTO.

2. AASHTO. 2003. Determining the resilient modulus of soils and aggregate materials. T307 99, standard specifications for transportation materials and methods of sampling and testing. Washington, DC: AASHTO.

3. AASHTO. 2012. Determining the resilient modulus of soils and aggregate. AASHTO T-307. Washington, DC: AASHTO.

4. Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting

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

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