Memoirs of the Faculty of Engineering, Yamaguchi University

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Memoirs of the Faculty of Engineering, Yamaguchi University Volume 44 Issue 2
published_at 1994-03

Consolidation characteristics of saturated clay including unloading and reloading stages

除荷-再載荷過程を含む飽和粘土の圧密特性
Matsuda Hiroshi
Shimokage Shunsaku
Nagatani Tatsuya
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KJ00000156976.pdf
About This Article
Descriptions
To predict the settlement of soft clay layers, the stress-strain-time relations for the undisturbed sample are usually observed by conducting the standard consolidation tests and the scaling laws that the strain-time relationship is converted by the H^2 relationship are used. However, in practice the scaling laws are more complex than such a simple hypothesis as H^2 relation
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