A Comprehensive Experimental Study on Mechanical Behavior, Microstructure and Transport Properties of 3D-printed Rock Analogs-Reference-Cited by-同舟云学术

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A Comprehensive Experimental Study on Mechanical Behavior, Microstructure and Transport Properties of 3D-printed Rock Analogs

Published:2020-09-08 Issue:12 Volume:53 Page:5745-5765
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Song Rui,Wang Yao^ORCID,Ishutov Sergey,Zambrano-Narvaez Gonzalo,Hodder Kevin J.,Chalaturnyk Rick J.,Sun Shuyu,Liu Jianjun,Gamage Ranjith P.

Funder

National Major Science and Technology Projects of China

Young Scientists Fund

National Natural Science Foundation of China

King Abdulaziz University

Double First Class Construction Plan

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-020-02239-4.pdf

Reference71 articles.

1. Ardila N (2018) Hydraulic properties characterization of 3D printed sandstone analogues. Dissertation, University of Alberta

2. Ardila N, Narvaez GZ, Chalaturnyk RJ (2019) Wettability measurements on 3D printed sandstone analogues and its implications for fluid transport phenomena. Transp Porous Med 129(2):521–539. https://doi.org/10.1007/s11242-018-1176-1

3. ASTM International (2014) D7012-14e1 standard test methods for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. West Conshohocken, PA. https://doi.org/10.1520/d7012-14e01

4. ASTM International (2019) D4543-19 standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances. West Conshohocken. https://doi.org/10.1520/D4543-19

5. Bertuzzi R, Pells PJN (2002) Geotechnical parameters of Sydney Sandstone and shale. Aust Geomech J 37(5):41–54

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