Effect of Testing Method Type and Specimen Size on Mode I Fracture Toughness of Kimachi Sandstone-Reference-Cited by-同舟云学术

Effect of Testing Method Type and Specimen Size on Mode I Fracture Toughness of Kimachi Sandstone

Published:2019-05-31 Issue:5 Volume:135 Page:33-41
ISSN:1881-6118
Container-title:Journal of MMIJ
language:en
Short-container-title:Journal of the Mining and Materials Processing Institute of Japan

Author:

KATAOKA Minami¹,OBARA Yuzo¹,VAVRO Leona²,SOUCEK Kamil³,CHO Sang-Ho⁴,JEONG Sang-Sun⁵

Affiliation:

1. Faculty of Advanced Science and Technology, Kumamoto University

2. Department of Laboratory Research on Geomaterials, Institute of Geonics of the CAS

3. Department of Geomechanics and Mining Research, Institute of Geonics of the CAS

4. Department of Mineral Resources and Energy Engineering, Chonbuk National University

5. Graduate School of Science and Technology, Kumamoto University

Publisher

Mining and Materials Processing Institute of Japan

Link

https://www.jstage.jst.go.jp/article/journalofmmij/135/5/135_33/_pdf

Reference32 articles.

1. 1) Oucterlony, F. (1986),“ A core bend specimen with chevron notch for fracture toughness measurements”, Proceedings of the 27th U.S. Symposium of Rock Mechanics, Tuscaloosa, June.

2. 2) Whittaker, B.N., Singh, R.N. and Sun, G. (1992), Rock Fracture Mechanics: Principles, Design, and Applications (Developments in Geotechnical Engineering vol.71), Elsevier, Amsterdam, Netherlands.

3. 3) Barker, L.M. (1977),“ A simplified method for measuring plane strain fracture toughness”, Eng. Fract. Mech., 9, 361-369.

4. 4) Ouchterlony, F. (1980), “A new core specimen for the fracture toughness testing of rock”, Swedish Detonic Research Foundation Report No. DS 17, Stockholm, Sweden.

5. 5) Bush, A. J. (1976), “Experimentally determined stress intensity factor for single-edge crack round bars loaded in bending”, Expl. Mech., 16, 249-257.

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