Estimation of Unconfined Compression Strength of Sand Improved with Super Fine Silica Powder Slurry Materials

Author:

YAMAGUCHI Akira1,OKADA Kazunari2,TOBITA Yoshio1

Affiliation:

1. Faculty of Engineering, Tohoku Gakuin University

2. Engineering Division, Japan Foundation Engineering Co., Ltd

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference7 articles.

1. 1) S. Yoneda, S. Okabayashi, M. Tamura and A. Mori, “Engineering properties and micro structures of fine sands injected with suspension grouts of ultra-fine granular cement and supplementary waterglass”, Journal of JSCE No.493/III-27, pp.109-118 (1994).

2. 2) K. Hayashi, K. Zen and H. Yamazaki, “Diffusion and advection phenomenon of soluble type grouting”, Journal of JSCE No.771/III-68, pp.11-20 (2004).

3. 3) H. Ishihara, A. Hihara, T. Sakakibara, M. Masuzawa, M. Okada and T. Yokoi, “Development of super fine silica powder slurry material applicable to fine grained soil”, Proceedings of GeoKanto2012, CD-ROM, Material pp.3-6 (2012).

4. 4) M. Nishigaki, M. Asada, S. Fukada, N. Egusa, M. Shimomura and M. Nakajima, “Hajimete manabu dojyo-chikasui osen”, pp.132-135 (2010) The Japanese Geotechnical Society.

5. 5) T. Araki, T. Kushihashi, K. Okada, K. Nagata, Y. Tobita and A. Yamaguchi, “In-situ grouting test of super fine silica powder slurry materials (No.1)”, Proceedings of 68th Annual Conference of Japan Society of Civil Engineering, CD-ROM, pp.179-180 (2013).

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