APPLICATION OF TRIAXIAL APPARATUS FOR UNSATURATED SOILS TO MECHANICAL BEHAVIOR OF GRANULAR BASE COURSE MATERIAL
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- ISHIKAWA Tatsuya
- 北海道大学 大学院工学研究院
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- ZHANG Yuan
- 北海道大学 大学院工学院
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- TOKORO Tetsuya
- 苫小牧工業高等専門学校 環境都市工学科
Bibliographic Information
- Other Title
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- 粒状路盤材の力学特性評価に対する不飽和三軸試験機の適用
Description
This paper proposes a testing method for evaluating the effect of water content on the deformation-strength characteristics of unsaturated base course materials. A medium-size triaxial apparatus for unsaturated soils was newly developed in order to examine the mechanical behavior of unsaturated base course materials subjected to fluctuation in water content and to shorten the testing time. Results show that the proposed testing method carried out on this apparatus conform well to the results of previous researches. This indicates that the medium-size triaxial apparatus is highly useful at triaxial compression tests and water retention tests of unsaturated granular base course materials and in shorten the total testing time.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering)
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Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering) 68 (3), I_105-I_113, 2012
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680333153664
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- NII Article ID
- 130004559902
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- ISSN
- 21856559
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed