A Fundamental Study on Stress-Strain Characterization of Inada Granite Including Post-Failure Region

Author:

KOHMURA Yuichi

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference15 articles.

1. 1) W. R. Wawersik and C. Fairhurst, “A study of brittle rock fracture in laboratory compression experiments”, International Journal of Rock Mechanics and Mining Science, Vol.7, pp.561-575 (1970).

2. 2) Y. Hiramatsu, Y. Oka, Y. Mizuta, T. Saito and K. Sugawara, “The deformation behavior of rocks after failure and consideration about the mechanism of burst of pillars”, Nihon-kougyoukai-shi, Vol.90, No.1036, pp.399-404 (1974).

3. 3) S. Okubo, C. He and Y. Nishimatsu, “Time dependent behavior in uniaxial compression -Rheological behavior of rock in post-failure region (1st report)-”, Nihon-kougyoukai-shi, Vol.103, No.1189, pp.177-181 (1988).

4. Loading rate dependency of class II rock under confining pressure.

5. Effect of High and Low Temperature on Failure Characteristics of Rocks under Compression.

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A STUDY ON CLASS II CHARACTERISTICS OF INADA GRANITE UNDER UNI-AXIAL COMPRESSIVE STRESS;Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering);2021

2. A Study on Diametrical Compression Test of Inada Granite;Journal of the Society of Materials Science, Japan;2014

3. A Study on Anisotropy under Tensile Stress of Inada Granite;Journal of the Society of Materials Science, Japan;2014

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