Experimental Investigation and Constitutive Modeling of Rock-Like Specimens’ Interface with the Effect of Roughness Based on 3D Printing-Reference-Cited by-同舟云学术

Experimental Investigation and Constitutive Modeling of Rock-Like Specimens’ Interface with the Effect of Roughness Based on 3D Printing

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Amin Soltanianfard M.¹,Desai Chandrakant S.²,Zhang Lianyang³^ORCID,Hosseinali Massoud⁴^ORCID,Toufigh Vahab⁵,Ghaemian Mohsen⁶

Affiliation:

1. Research Associate, Dept. of Civil and Architectural Engineering and Mechanics, Univ. of Arizona, Tucson, AZ 85721 (corresponding author).

2. Regents Professor (Emeritus), Dept. of Civil and Architectural Engineering and Mechanics, Univ. of Arizona, Tucson, AZ 85721.

3. Delbert R. Lewis Distinguished Professor, Dept. of Civil and Architectural Engineering and Mechanics, Univ. of Arizona, Tucson, AZ 85721. ORCID: .

4. Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112. ORCID: .

5. Associate Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran.

6. Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran 1458889694, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8823

Reference43 articles.

1. ACI (American Concrete Institute). 2002. Standard practice for selecting proportions for normal, heavyweight, and mass concrete. ACI 211.1-91 (Reapproved 2002). Farmington Hills, MI: ACI.

2. Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. I: Test Behavior

3. Testing and Modeling of Saturated Interfaces with Effect of Surface Roughness. II: Modeling and Validations

4. ASTM. 2015. Standard practice for capping cylindrical concrete specimens. ASTM C617/C617M-. West Conshohocken, PA: ASTM.

5. ASTM. 2016. Standard practice for making and curing concrete test specimens in the laboratory. ASTM C192/C192M. West Conshohocken, PA: ASTM.

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