Resilient modulus of a compacted clay with different moisture and temperature histories-Reference-Cited by-同舟云学术

Resilient modulus of a compacted clay with different moisture and temperature histories

Published:2023-02-17 Issue:1 Volume:24 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Han Zhong¹²³^ORCID,Ding Lu-qiang⁴,Feng Huai-ping²,Yang Guang-qing²,Zou Wei-lie¹³

Affiliation:

1. School of Civil Engineering, Wuhan University, Wuhan, People’s Republic of China

2. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, People’s Republic of China

3. Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of the Ministry of Education, Wuhan University, Wuhan, People’s Republic of China

4. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin, People’s Republic of China

Funder

Open Research Fund of the State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University

Hubei Provincial Natural Science Foundation of China

National Natural Science Foundation of China

Science and Technology Project of Hebei Education Department

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2177852

Reference37 articles.

1. AASHTO, 2003. Designation T307-99: determining the resilient modulus of soils and aggregate materials. American Association of State Highway and Transportation Officials. Washington, DC.

2. AASHTO, 2008. Designation M-145: classification of soil and soil-aggregate mixtures for highway construction. Washington, DC: American Association of State Highway and Transportation Officials.

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

4. ARA Inc. ERES Consultants Division 2004. Guide for mechanistic– empirical design of new and rehabilitated pavement structures . Final Report NCHRP Project 1-37 A Transportation Research Board Washington DC.

5. ASTM, 2011. Designation: D2487-11: standard practice for classification of soils for engineering purposes (unified soil classification system). West Conshohocken, PA: American Society for Testing and Materials.

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