Measurement and Evaluation of Elastic Shear Modulus of Sandy Geomaterial
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- KAWAJIRI Shunzo
- Railway Technical Res. Inst.
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- KAWAGUCHI Takayuki
- Dept. of Civil and Environmental Eng., Kitami Inst of Tech.
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- SHIBUYA Satoru
- Dept. of Civil and Environmental Eng., Graduate school of Eng., Kobe Univ.
Bibliographic Information
- Other Title
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- 砂質土地盤材料の微小ひずみ領域でのせん断弾性係数の測定と評価
- スナシツ ドジバン ザイリョウ ノ ビショウヒズミ リョウイキ デ ノ センダンダンセイ ケイスウ ノ ソクテイ ト ヒョウカ
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Abstract
A type of triaxial apparatus equipped with a micro porous membrane at the pedestal, together with a pair of bender elements (BE) at both ends of the specimen has been newly developed for measuring the elastic shear modulus, G of soil specimen with the suction, s, as well as the mean net stress, pnet. A series of triaxial BE test on Toyoura sand was carried out. The effects of suction and mean net stress on the G-value are manifested in a manner that the relationship of normalized shear modulus ,G/ƒ (e) (n.b., ƒ (e) : void ratio function) against (pnet+s) or (σv,net +s)・(σh,net +s) is unaffected by the magnitudes of suction.
Journal
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- Journal of the Society of Materials Science, Japan
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Journal of the Society of Materials Science, Japan 62 (1), 39-44, 2013
The Society of Materials Science, Japan
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Details 詳細情報について
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- CRID
- 1390282680420154112
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- NII Article ID
- 130003367121
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- NII Book ID
- AN00096175
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- ISSN
- 18807488
- 05145163
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- NDL BIB ID
- 024239015
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed