Centrifuge modelling of tunnel face reinforcement using forepoling

Author:

Juneja A.,Hegde A.,Lee F.H.,Yeo C.H.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference15 articles.

1. Stability of clay at vertical openings;Broms;ASCE Journal of Soil Mechanics and Foundation Division,1967

2. Calvello, M., Taylor, R.N., 2000. Centrifuge modelling of spile-reinforced tunnel heading. In: Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Tokyo-99, pp. 347–350.

3. Casarin, C., Mair, R.J., 1981. The assessment of tunnel stability in clay by model tests. In: Resendiz, D., Romo, M.P., (Eds.), Soft-ground Tunnelling: Failures and Displacements, A.A. Balkema, Rotterdam, Netherlands, pp. 33–44.

4. Determining the shear strength of clay cakes in the centrifuge using a vane;Davies;Geotechnique,1982

5. Stability of shallow tunnels and underground openings in cohesive material;Davis;Geotechnique,1980

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