Viscoelastic Behavior of Granite and the Homogenization Analysis
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概要
- 論文の詳細を見る
Granite is a composite material of rock-forming minerals with discontinuous joints such as grain boundaries and microcracks. Studies of these microstructures are of increasing interest in geophysics and geotechnical engineering relating to underground space development. We first performed uniaxial compressive and relaxation tests for estimating physical properties of discontinuous joints by using three kinds of rocks that consist of quartz, quartz/feldspar and feldspar, respectively. Next a homogenization method is applied to analyze a viscoelastic behavior of granite including these joints.
- 社団法人日本材料学会の論文
- 2000-09-15
著者
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ICHIKAWA Yasuaki
Department of Anatomy, Nippon Medical School
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FUJII Naoki
Department of Neurology, National Omuta Hospital
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Fujii Naoki
Department Of Geotechnical And Environmental Engineering Nagoya University
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Ichikawa Yasuaki
Department Of Anatomy Nippon Medical School
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Ichikawa Yasuaki
Department Of Geotechnical And Environmental Engineering Nagoya University
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SEO Yong-Seok
Department of Geotechnical and Environmental Engineering, Nagoya University
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SEIKI Takafumi
Department of Geotechnical and Environmental Engineering, Nagoya University
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Seo Yong-seok
Department Of Geotechnical And Environmental Engineering Nagoya University
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Seiki Takafumi
Department Of Geotechnical And Environmental Engineering Nagoya University
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