1. Study on face stability and acting load on face in deep inclined shield method;Sugimoto;Proc. Tunn. Eng. JSCE,1991
2. Unexpected tunnelling volume losses in the Westminster area. London;Standing;Geotechnique,2006
3. Volume loss in shallow tunnelling;Vu;Tunn. Undergr. Sp. Tech.,2016
4. R.B. Peck, Deep excavations and tunneling in soft ground, in: Proc. 7th Int. Conf. Soil. Mech. Found. Eng. Mexico City, 1969, pp. 225–290.
5. C. Oteo, J.F. Moya, Estimation of the soil parameters of Madrid in relation to the tunnel construction, in: Proc. 7th Eur. Conf. Soil. Mech. Found. Eng. Brighton, 1979, pp. 239–247.