Performance of Mortar and Chemical Grout Injection into Surrounding Soil When Slurry Pipe-jacking Method is Used

Author:

Shimada Hideki,Sasaoka Takashi,Khazaei Saeid,Yoshida Yasuhiro,Matsui Kikuo

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference7 articles.

1. Cole, J.M. (1977) Pipe jacking case histories, Tunnels and Tunneling, 91–93.

2. Hough, C.M. (1978) Pipe jacking case histories, Tunnels and Tunneling, 51–52.

3. Katano, S. and Ogawa, T. (1994) Effect of slurry shield tunneling in soft alluvial clay on adjacent under ground subway structure, in Proceedings Of the International Congress on Tunneling and Ground Conditions, Cairo, Egypt, April, pp. 151–156.

4. Mori, R. and Maruyama, R. (1977) The strength and the characteristics of the sand which was grouted by chemical grouting material, in Proceedings of the 32 Conference on Civil Engineering, Tokyo, Japan, III, p. 267 (in Japanese).

5. Nonveiller, E. (1989) Grouting Theory and Practice.

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