Effect of Cyclic True-Triaxial Boundary Types on Stress-Strain Behavior of Unbound Material-Reference-Cited by-同舟云学术

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Effect of Cyclic True-Triaxial Boundary Types on Stress-Strain Behavior of Unbound Material

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Aydin Ceren¹²³⁴⁵,Sinan Coban Haluk¹²³⁴⁵,Hatipoglu Mustafa¹²³⁴⁵,Cetin Bora¹²³⁴⁵,Ceylan Halil¹²³⁴⁵

Affiliation:

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

2. Research Associate, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI.

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

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

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

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484708.037

Reference16 articles.

1. Cross-Anisotropic Characterization of Unbound Granular Materials

2. Determination of the Resilient Modulus under Anisotropic Stress Conditions

3. Strength and deformation properties of frozen sand under a true triaxial stress condition

4. The Danish rigid boundary true triaxial apparatus for soil testing;Ibsen L. B.;Geotechnical testing journal,2002

5. Inherent and stress-state-induced anisotropy in very small strain stiffness of a sandy gravel

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