書誌事項
- タイトル別名
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- LIQUEFACTION POTENTIAL EVALUATION FOR CEMENT-TREATED SANDY GROUND CONSIDERING THE SPATIAL VARIABILITY OF MATERIAL PARAMETER
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This paper presents a probabilistic method for assessing the liquefaction potential of cement-treated sandy ground, which is an anti-liquefaction ground improved by cement-mixing. The proposed probabilistic method considers the inherent spatial variability of unconfined compressive strength in the cement-treated ground, the random testing error of unconfined compression tests, and uncertainties in the regression analysis to estimate the liquefaction resistance in cement-treated sandy ground. The percentage of liquefaction zone in the ground and the liquefaction potential index are calculated to evaluate the potential of liquefaction in cement-treated sandy ground. Finally, the effectiveness of cement-mixing for sandy ground to prevent liquefaction is discussed based on the result of the application to three construction sites of cement-treated sandy grounds.
収録刊行物
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- 地震工学論文集
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地震工学論文集 29 (0), 251-257, 2007
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205385679232
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- NII論文ID
- 130004294878
- 120004123392
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- NII書誌ID
- AA12305816
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- ISSN
- 1884846X
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- HANDLE
- 2324/21962
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- データソース種別
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- JaLC
- IRDB
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可