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EVALUATION OF THE STRENGTH AND DEFORMATION CHARACTERISTICS OF CEMENT-MIXED GROUND PRODUCED BY HIGH-PRESSURE INJECTION MIXING
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- TEZUKA Hiroaki
- 前田建設工業株式会社 土木設計・技術部
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- YAMAUCHI Takahiro
- 前田建設工業株式会社 土木設計・技術部
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- OKADA Naohito
- 前田建設工業株式会社 土木設計・技術部
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- KAWANISHI Atsushi
- 前田建設工業株式会社 土木設計・技術部
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- TATSUOKA Fumio
- 東京理科大学 理工学部土木工学科
Bibliographic Information
- Other Title
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- 高圧噴射撹拌工法によるセメント改良地盤の変形・強度特性の評価手法
Description
The high-pressure injection mixing method is extensively used to improve the ground for higher seismic stability, including the prevention works of soil liquefaction. To design these cement-improved grounds to support permanent structures, evaluation of the strength and deformation characteristics that is much more precise and reliable than the conventional method is required unlike cases of temporary structures. To this end, a methods to accurately evaluate the stiffness at a very small strain, the strain-dependency of stiffness, the confining pressure-dependency of strength and the effects of long ageing period on the strength and stiffness of cement-mixed clayey, sandy and gravelly soils were studied.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)
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Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 70 (2), 248-264, 2014
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205355153920
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- NII Article ID
- 130004559422
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- ISSN
- 21856516
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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