NUMERICAL ANALYS METHOD FOR GRAVITY-TYPE QUAY WALLS CONSTRUCTED BY DEEP MIXING

Author:

FUKAWA Hirofumi,ASADA Hideyuki,TAGUCHI Hirofumi,TAKAHASHI Hidenori,MORIKAWA Yoshiyuki

Publisher

Japan Society of Civil Engineers

Reference7 articles.

1. 2) Kitazume, M. and Terashi, M. : The Deep Mixing Method, CRC Press, 410p., 2013.

2. 4) https://www.jiban.or.jp/images/hyosyo/H30/H30_jgsaward03(参照2020年3月)

3. 5) http://www.meigi.pa.cbr.mlit.go.jp/file/gichoreport/h26/file_01_sekkei.pdf(参照2020年3月)

4. 6) Takahashi, H., Fujii, N., Morikawa, Y. and Takano, D. : Development of Hydro-Geotechnical Centrifuge PARI Mark II-R, Technical Note of the Port and Airport Research Institute, No. 1353, 27p., 2019.

5. 7) Takahashi, H., Takahashi, N., Morikawa, Y., Towhata, I. and Takano, D. : Efficacy of pile-type improvement against lateral flow of liquefied ground, Geotechnique, Vol. 66, No. 8, pp. 617-626.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. SEISMIC BEHAVIOUR AND STABILITY ASSESSMENT METHOD OF QUAY WALLS CONSTRUCTED WITH CEMENT-TREATED SOIL;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2022

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