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作者单位: | Department of Civil and Architectural Engineering, School of Science and Engineering, University of Kurdistan Hewlêr, 30 Meter Avenue, Erbil, Kurdistan Region, Iraq; Geomechanics Lab., Department of Earth and Environmental Sciences, College of Humanities and Sciences, Nihon University, 3-25-40 Sakurajyosui, Setagaya-ku, Tokyo 156-8850, Japan; Geological Survey of Japan, AIST, Ibaraki, 305-8567, Japan
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Recommended Citation: |
Panaghi K.,Takemura T.,Asahina D.,et al. Effects of stress path on brittle failure of sandstone: Difference in crack growth between tri-axial compression and extension conditions[J]. Tectonophysics,2021-01-01,810
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