One Dimensional Consolidation of Soft Grounds under Low Embankment

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概要

• 論文の詳細を見る

• This paper is concerned with one dimensional consolidation analysis taking account of secondary consolidation effects. It is shown that the consolidation curves are influenced considerably by load increment ratio and secondary consolidation, and the shape of cosolidation curve is controlled by the ratio of secondary consolidation to primary consolidation.

• 東海大学の論文

著者

• SUGIYAMA Motohiro

  Department of Civil engineering

• Sugiyama M

  Department Of Civil Engineering

• AKAISHI Masaru

  Department of Civil Engineering, School of Engineering

• SHIRAKO Hiroaki

  Tohoku branch Vice Manager, CPC, Co., Ltd.

• LIAO Hongjian

  Course of Civil Engineering, Graduate School of Engineering

• SHIRAKO Hiroaki

  Section Chief, Technical Section, Kensetsu Project Co., Ltd.

• Liao Hongjian

  Course Of Civil Engineering Graduate School Of Engineering

• Akaishi Masaru

  Department Of Civil Engineering

• Shirako Hiroaki

  Cpc Co. Ltd.

• Akaishi Masaru

  Department Of Civil Engineering Tokai University

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