One-dimensional consolidation analysis taking account of secondary compression during primary consolidation(ABSTRACTS OF PROCEEDINGS OF THE SCHOOL OF ENGINEERING SERIES J TOKAI UNIVERSITY -2003-2004-)
スポンサーリンク
概要
- 論文の詳細を見る
A practical one-dimensional consolidation analysis technique for predicting the consolidation time curve and the excess pore water pressure dissipation of clays exhibiting secondary compression is described. The constitutive soil model is based on the equation governing the secondary compression rate of decease in void ratio. This model uses four parameters, namely, C^*_c, C_α, c^*_v and e_0 , that can be easily determined from the conventional standard oedometer test to check the validity of the proposed soil model, the consolidation time curves observed in oedometer specimens are compared with those obtained by the analysis. Satisfactory agreement is obtained between the computed behavior and oedometer observations.
- 東海大学の論文
著者
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SUGIYAMA Motohiro
Department of Civil engineering
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Sugiyama M
Department Of Civil Engineering
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SHIRAKO Hiroaki
Tohoku branch Vice Manager, CPC, Co., Ltd.
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SHIRAKO Hiroaki
Department of Geotechnics, Kensetsu Kikaku Consultatnt Co., Ltd.
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IGARASHI Taichi
Course of Civil Engineering
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AKAISHI Masaru
Course of Civil Engineering
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Akaishi Masaru
Department Of Civil Engineering
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Shirako Hiroaki
Cpc Co. Ltd.
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Akaishi Masaru
Department Of Civil Engineering Tokai University
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