Investigation on influence of tail void grouting on the surface settlements during shield tunneling using a stress-pore pressure coupled analysis

Author:

Oh Ju-Young,Ziegler Martin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference15 articles.

1. Ata, A. A. (1996). “Ground settlements induced by slurry shield tunnelling in stratified soil.” Proc. North American Tunnelling ′96, Balkema, Rotterdam, pp. 43–50.

2. Bauer, E. (1996). “Calibration of a comprehensive hypoplastic model for granular materials.” Soils and Foundations, Vol. 36, No. 1, pp. 13–26.

3. Gudehus, G. (1996). “A comprehensive constitutive equation for granular materials.” Soils and Foundations, Vol. 36, No. 1, pp. 1–12.

4. Han, Y., Zhu, W., Zhong, X., Jia, R. (2007). “Experimental investigation on backfill grouting deformation characteristics of shield tunnel in sand.” Underground Space — The 4 th Dimension of Metropolises, Taylor & Francis Group, London, pp. 303–306.

5. Herle, I. and Gudehus, G. (1999). “Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies.” Mechanics of Cohesive-Frictional Materials, Vol. 4, pp. 461–486.

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