A NEW LOOK AT FLUCTUATING GEOTECHNICAL DATA FOR RELIABILITY DESIGN
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概要
- 論文の詳細を見る
A new reliability design procedure for slope stability is proposed which can explicitly take into account not only variation of geotechnical data but also the number of samples and the relative location of the samples to the structure. The method is based on Kriging originally developed by Matheron. A case study is carried out taking an embankment on soft clay as an example. The case study clearly illustrated the capability of the proposed model to reflect the factors mentioned above on the calculated failure probability of the slope.
- 社団法人地盤工学会の論文
- 1991-03-15
著者
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本城 勇介
Gifu University
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本城 勇介
Nagaoka University Of Technology
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本城 勇介
Division Of Geotechnical And Transportation Engineering Asian Institute Of Technolgy
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黒田 勝彦
Department Of Civil And Environmental Engineering Kumamoto University
関連論文
- DETERMINATION OF PARTIAL FACTORS FOR A VERTICALLY LOADED PILE BASED ON RELIABILITY ANALYSIS
- ESTIMATION OF SUBGRADE REACTION COEFFICIENT FOR HORIZONTALLY LOADED PILES BY STATISTICAL ANALYSES
- APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
- 無限要素の地下水解析への応用(『土質工学会論文報告集』Vol.33,No.1 (1993年3月発行)掲載論文の概要)
- APPLICATION OF INFINITE ELEMENTS TO SEEPAGE ANALYSIS IN GEOTECHNICAL PERSPECTIVE
- 土木分野における性能設計の取り組み
- PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS
- PREDICTION OF SINGLE PILE SETTLEMENT BASED ON INVERSE ANALYSIS
- A NEW LOOK AT FLUCTUATING GEOTECHNICAL DATA FOR RELIABILITY DESIGN
- ON THE OPTIMUM DESIGN OF A SMOOTHING FILTER FOR GEOPHYSICAL TOMOGRAPHY
- A NEW LOOK AT FLUCTUATING GEOTECHNICAL DATA FOR RELIABILITY DESIGN
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- 盛土の設計に関する経済的評価
- 盛土の設計に関する統計的考察
- 土質調査の規模決定に関する研究
- ECONOMICAL EVALUATION OF EMBANKMENT DESIGN
- 切盛土の安定に関する信頼度分析
- PROBABILISTIC APPROACH TO DESIGN OF EMBANKMENTS
- 不飽和土の土質諸係数と破壊確率に関する一考察
- 盛土の破壊確率を考慮した土質調査規模の決定法について
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