Viscoelastic behavior of granite and the homogenization analysis

被引：0

作者：

Seo, YS ^{[1
]}

Fujii, N ^{[1
]}

Seiki, T ^{[1
]}

Ichikawa, Y ^{[1
]}

机构：

[1] Nagoya Univ, Dept Geotech & Environm Engn, Chikusa Ku, Nagoya, Aichi 4648603, Japan

来源：

MATERIALS SCIENCE RESEARCH INTERNATIONAL | 2000年 / 6卷 / 03期

关键词：

granite; relaxation test; discontinuous joints; homogenization method; viscoelastic problem;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

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.

引用

页码：203 / 211

页数：9

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