Deformation of Unbound Granular Materials in Three-Dimensional Stress State-Reference-Cited by-同舟云学术

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Deformation of Unbound Granular Materials in Three-Dimensional Stress State

Published:2024-02-22 Issue: Volume:59 Page:256-265
ISSN:
Container-title:Geo-Congress 2024
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Author:

Vaseghi Sajjad¹²³⁴,Sheng Daichao¹²³⁴,Kodikara Jayantha¹²³⁴,Khabbaz Hadi¹²³⁴

Affiliation:

1. Ph.D. Scholar at UTS and SPARC Hub, Dept. of Civil and Environmental Engineering, UTS, NSW, Australia.

2. Distinguished Professor and Head, School of Civil and Environmental Engineering, UTS, NSW, Australia.

3. Professor and Director of SPARC Hub, Dept. of Civil Engineering, Monash Univ.

4. Professor, School of Civil and Environmental Engineering, UTS, NSW, Australia.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485354.025

Reference28 articles.

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

2. Austroads. (2007). Determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions, Austroads Sydney.

3. Barksdale R. D. (1972). Laboratory evaluation of rutting in base course materials. Presented at the Third International Conference on the Structural Design of Asphalt Pavements Grosvenor House Park Lane London England Sept. 11-15 1972.

4. Bodin, D. (2017). Improved laboratory characterisation of the deformation properties of granular materials.

5. Significance of cyclic confining stress in repeated-load triaxial testing of granular material;Brown S.;Transportation research record,1975

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