Abstract
Geomaterials such as soil and rock are composed of discrete elements of microstructures with different grains and microcracks. The studies of these microstructures are of increasing interest in geophysics and geotechnical engineering relating to underground space development. We first show experimental results undertaken for direct observation of microcrack initiation and propagation by using a newly developed experimental system, and next a homogenization method for treating a viscoelastic behavior of a polycrystalline rock.
| Original language | English |
|---|---|
| Pages (from-to) | 631-644 |
| Number of pages | 14 |
| Journal | Structural Engineering and Mechanics |
| Volume | 4 |
| Issue number | 6 |
| Publication status | Published - Nov 1996 |
| Externally published | Yes |
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Keywords
- Granite
- Homogenization method
- Microscope observation
- Visco-elastic problem
ASJC Scopus subject areas
- Civil and Structural Engineering
- Mechanical Engineering
Cite this
Micro/macro properties of geomaterials : A homogenization method for viscoelastic problem. / Ichikawa, Yasuaki; Wang, Jianguo; Jeong, Gyo Cheol.
In: Structural Engineering and Mechanics, Vol. 4, No. 6, 11.1996, p. 631-644.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Micro/macro properties of geomaterials
T2 - A homogenization method for viscoelastic problem
AU - Ichikawa, Yasuaki
AU - Wang, Jianguo
AU - Jeong, Gyo Cheol
PY - 1996/11
Y1 - 1996/11
N2 - Geomaterials such as soil and rock are composed of discrete elements of microstructures with different grains and microcracks. The studies of these microstructures are of increasing interest in geophysics and geotechnical engineering relating to underground space development. We first show experimental results undertaken for direct observation of microcrack initiation and propagation by using a newly developed experimental system, and next a homogenization method for treating a viscoelastic behavior of a polycrystalline rock.
AB - Geomaterials such as soil and rock are composed of discrete elements of microstructures with different grains and microcracks. The studies of these microstructures are of increasing interest in geophysics and geotechnical engineering relating to underground space development. We first show experimental results undertaken for direct observation of microcrack initiation and propagation by using a newly developed experimental system, and next a homogenization method for treating a viscoelastic behavior of a polycrystalline rock.
KW - Granite
KW - Homogenization method
KW - Microscope observation
KW - Visco-elastic problem
UR - http://www.scopus.com/inward/record.url?scp=0030291607&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0030291607&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:0030291607
VL - 4
SP - 631
EP - 644
JO - Structural Engineering and Mechanics
JF - Structural Engineering and Mechanics
SN - 1225-4568
IS - 6
ER -