Secondary consolidation characteristic of bentonite by long-term consolidation tests of 2.7, 3.7 and 4 years-Reference-Cited by-同舟云学术

Secondary consolidation characteristic of bentonite by long-term consolidation tests of 2.7, 3.7 and 4 years

Published:2023-09-01 Issue:3 Volume:18 Page:317-330
ISSN:1880-6341
Container-title:Japanese Geotechnical Journal
language:en
Short-container-title:Jiban Kogaku Janaru

Author:

TAKAYAMA Yusuke¹,YAMAMOTO Yoichi²,GOTO Takahiro²

Affiliation:

1. Japan Atomic Energy Agency, Sector of Nuclear Fuel, Decommissioning and Waste Management Technology Development

2. Nuclear Waste Management Organization of Japan, Science and Technology Department

Publisher

The Japanese Geotechnical Society

Subject

Colloid and Surface Chemistry,Physical and Theoretical Chemistry

Link

https://www.jstage.jst.go.jp/article/jgs/18/3/18_317/_pdf

Reference33 articles.

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2. 2) Watabe, Y., Udaka, K., Morikawa, Y.: Strain rate effect on long-term consolidation of Osaka bay clay, Soils and Foundations,Vol.48, No.4, pp.495-509, 2008.

3. 3) Adachi, T., Oka, F. :Constitutive equations for normally consolidated clay based on elasto-viscoplasticity, Soils and Foundations, Vol.22, No.4, pp.57-70, 1982.

4. 4) 川井俊介, 稲垣太浩, 堀越研一, 板清弘, 三嶋信雄, 太田秀樹：軟弱粘土地盤上の橋台の変形対策とその費用対効果に関する解析的検討, 土木学会論文集C, Vol, 62, No.3, pp.605-622, 2006

5. 5) 林宏親, 西本聡：泥炭地盤の新しい長期沈下解析手法に関する検討, 寒地土木研究所月報, No.666, pp.11-19, 2008.