Experimental Study and Numerical Analysis on Stability of Tunnel Face in Sandy Ground

Author:

OHTA Takehiro,KIYA Hideo

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Reference10 articles.

1. 1) Kiya, H., Ohshima, H. and Enomoto, H.: "Classification of loosening sandy ground for estimation of tunnel face stability," RTRI Report, Vol.5, No.6, pp.39-46, 1991.

2. 2) Adachi, T., Tamura, T., Yashima, A. and Ueno, H.: "Behavior and simulation of sandy ground tunnel," Jour. Geotech. Eng., No.358, pp.129-136, 1985.

3. 3) Hisatake, M.: "Tunnel face behavior at sandy shallow ground," Jour. Geothech. Eng., No.517, pp.105-115, 1995.

4. 4) Katzenbach, R. and Breth, H.: "Nonlinear 3-D analysis for NATM in Frankfurt Clay," Proceedings 10th ICSMFE, Stockholm, Vol.1, pp.315-318, 1981.

5. 5) Adachi, T., Tamura, T., Yashima, A. and Ueno, H.: "Surface subsidence above shallow sandy ground tunnel," Jour. Geotech. Eng., No.370, pp.85-94, 1986.

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