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Relationship between Landslides, Geologic Structures, and Hydrothermal Alteration Zones in the Ohekisawa-Shikerebembetsugawa Landslide Area, Hokkaido, Japan
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作者 hiroyuki maeda Takashi Sasaki +3 位作者 Kazuyuki Furuta Katsuhiro Takashima Akihiro Umemura MasanoriKohno 《Journal of Earth Science and Engineering》 2012年第6期317-327,共11页
关键词 热液蚀变岩石 日本北海道 山体滑坡 地质构造 蚀变带 滑坡区 X射线粉末衍射 风化岩石
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Estimate of Uniaxial Compressive Strength of Hydrothermally Altered Soft Rocks Based on Strength Index Tests
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作者 Masanori Kohno hiroyuki maeda 《Geomaterials》 2018年第2期15-25,共11页
The purpose of this study was to clarify the relationships between results of index tests and uniaxial compressive strength (UCS) in hydrothermally altered soft rocks of the Upper Miocene, which are typical of the sof... The purpose of this study was to clarify the relationships between results of index tests and uniaxial compressive strength (UCS) in hydrothermally altered soft rocks of the Upper Miocene, which are typical of the soft rock found in northeastern Hokkaido, Japan. Index tests were performed using point load testing machine and needle penetrometer with irregular lump specimens under forced-dry, forced-wet, and natural-moist states. The relationships between irregular lump point load strength (IPLS) index and UCS, and needle penetration (NP) index and UCS were “UCS = approximately 19 IPLS index” and “UCS = 0.848 (NP index)0.619”, respectively, in soft rocks with a UCS below 25 MPa. These relationships could be applied to on-site tests of rocks with natural moisture content. The UCS could be calculated from IPLS and NP tests on soft rocks only when UCS was below 25 MPa, using the equations obtained as a result of this study. 展开更多
关键词 UNIAXIAL Compressive STRENGTH (UCS) IRREGULAR Lump Point Load STRENGTH (IPLS) INDEX Needle Penetration (NP) INDEX Empirical Equation Hydrothermally ALTERED Rocks
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