Control of Water and Sand Gush in Tunnelling with Earth Pressure Balanced Compound Type Shield

Author:

Lei Jin Shan1,Yan Li Ping2,Yang Xiu Zhu1,Liu De Zhi3

Affiliation:

1. Central South University

2. Southwest Geotech, INC.

3. Guangzhou Metro Subway Corporation

Abstract

The sixth line of Guangzhou Metro Subway is partially located in silty fine sand layer, which is incompact, rich in water, and has high permeability and low bearing capability. When tunnelling in this section, it is easy to bring about gush of water and sand, which will cause the ground surface to settle. Therefore, a two-staged helical conveyer was used to control this phenomenon during tunnelling. First, both the dregs outlets of helical conveyer are turned off to prevent water and sand from rushing forth, then foam material is injected into the earth cabin and the front-end of helical conveyer to keep the cabin pressure from decreasing. Secondly, drain outlet of the second helical conveyer is turned on and the water is drained, then dregs outlet of the second helical conveyer is turned on to discharge the dregs. Finally, dregs outlet of the first helical conveyer is turned on to discharge the dregs in the earth cabin. Such technique was used successfully in tunnelling the section from Datansha to Ruyifang of the sixth line of Guangzhou Metro Subway. It ensured that sinking of the ground surface was avoided while the tunnel shield went through the silty fine sand layer that is rich in water.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference11 articles.

1. Fujita, K., 1981. Use of Slurry and Earth-Pressure-Balance Shield in Japan. Int. Congr. On Tunnelling. Tunnel 81, Bd. 1, Dtisseldorf, pp.383-406.

2. Masahiro H., Masahiro F., Kouki K., 1994. Experimental study on the optimum properties of suspension for slurry shield tunneling in gravel ground. Proc. of the Japan Soc. of Civ. Eng. 6-22(486), pp.95-104.

3. Herrenknecht, M., 1994. EPB or slurry machine: the choice. Tunnels Tunnel. Vol. 26, p.35.

4. Centis,S., Giacomin,G., 2004. EPB tunnelling in highly variable ground-the experience of Oporto Light Metro. Tunn. Undergr. Space Technol. Vol. 19, p.358.

5. Nishitake, S. 1990. Advanced technology realize high-performance earth pressure balanced shield. In Franchissements souterrains pour l'Europe, 291-302, (M. Legrand, ed. ). Rotterdam: A.A. Balkema.

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