Determination of the Resilient Modulus under Anisotropic Stress Conditions-Reference-Cited by-同舟云学术

Determination of the Resilient Modulus under Anisotropic Stress Conditions

Published:2021-05-06 Issue: Volume: Page:
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Container-title:IFCEE 2021
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Author:

Aydin Ceren¹²³⁴,Hatipoglu Mustafa¹²³⁴,Cetin Bora¹²³⁴,Ceylan Halil¹²³⁴

Affiliation:

1. Ph.D. Student and Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.

2. Assistant Professor, Dept. of Civil Engineering, Civil Engineering Faculty, Istanbul Technical Univ., Istanbul, Turkey.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.

4. Professor, Dept. of Civil, Construction and Environmental Engineering, Iowa State Univ., Ames, IA.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483435.037

Reference19 articles.

1. Cross-anisotropic characterization of unbound granular materials;Adu-Osei A.;Transportation Research Record: Journal of the Transportation Research Board,2001

2. Allen, J. J., and Thompson, M. R. (1974). Resilient response of granular materials subjected to time dependent lateral stresses. Transp. Res. Rec. 510, Transportation Research Board, Washington, D.C., 1–13.

3. Stresses and Displacements in a Cross-Anisotropic Soil

4. Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials

5. Anisotropic elasticity of a natural clay

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