Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area-Reference-Cited by-同舟云学术

Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area

Published:2012-04 Issue:2 Volume:52 Page:299-311
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hayashi Hirochika,Yamazoe Nobutaka,Mitachi Toshiyuki,Tanaka Hiroyuki,Nishimoto Satoshi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference33 articles.

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2. Civil Engineering Research Institute of Hokkaido, 2002. Manual on Countermeasures for Peat Ground, pp. 4–5 (in Japanese).

3. At-rest lateral pressure of peat soils;Edil;Journal of the Geotechnical Engineering Division, ASCE,1981

4. Fujikawa, T., Ogawa, S., Fukuda, M., 1983. Pore water pressure and K0 of clay and peat during consolidation state. In: Proceedings of the 43rd Annual Conference, vol. 3, JSCE, pp. 515–516 (in Japanese).

5. Futatsukawa, K., Kikuchi, J., 1988. Countermeasure and settlement properties of peat land in Yonesato of Sapporo. Technical Report of the Annual Meeting of the Hokkaido Branch, vol. 28, JGS, pp. 191–200 (in Japanese).

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