Cyclic Unconfined Compression Test of Cement-Treated Soils-Reference-Cited by-同舟云学术

Cyclic Unconfined Compression Test of Cement-Treated Soils

Published:2017-07-06 Issue: Volume: Page:
ISSN:
Container-title:Grouting 2017
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Author:

Namikawa Tsutomu¹²³¹¹,Suzuki Yoshio¹²³¹¹,Onimaru Sadatomo¹²³¹¹,Tsukamoto Takuya¹²³¹¹,Kurosawa Ryo¹²³¹¹,Shimada Kentaro¹²³¹¹

Affiliation:

1. Dept. of Civil Engineering, Shibaura Institute of Technology, 3-7-5 Toyosu, Koto-ku, Tokyo 135-8548, Japan.

2. Mind Inc., 7-17-19-402 Maeharanishi, Funabashi, Chiba 274-0825, Japan.

3. School and Graduate School of Policy Studies, Kwansei Gakuin Univ., 2-1 Gakuen, Sanda, Hyogo 669-1337, Japan.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480809.026

Reference11 articles.

1. The deep mixing method; principle, design and construction;Costal Development Institute of Technology (CDIT), Japan;Chapter 6, Balkema, Lisse, The Netherlands,2002

2. Futaki M. and Tamura M. (2002). "The quality control in deep mixing method for the building foundation ground in Japan." Proceedings of Tokyo Workshop 2002 on Deep Mixing M. Kitazume and M. Terashi eds. Port and Airport Research Institute and Coastal Development Institute of Technology Tokyo 139-149.

3. Japanese Geotechnical Society (JGS) (2012). Method for cyclic undrained triaxial compression test to determine fatigue properties of rock. Japanese Geotechnical Standard JGS2562-2012.

4. Applicability of molding procedures in laboratory mix tests for quality control and assurance of the deep mixing method

5. Dynamic centrifuge tests of soft clay reinforced by soil-cement grids;Khosravi M.;Journal of Geotechnical and Geoenviromental Engineering,2016