Back-analysis of Shimizu Tunnel No. 3 by distinct element modeling

Author:

Vardakos Sotirios S.,Gutierrez Marte S.,Barton Nick R.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference17 articles.

1. Fundamentals of rock joint deformation;Bandis;International Journal of Rock Mechanics Mining Sciences & Geomechanics Abstracts,1983

2. Barton, N., 1995. The influence of joint properties in modelling jointed rock masses. In: Proceedings of the 8th Congress of ISRM, Tokyo, Japan, pp. 1023–1032.

3. Some new Q-value correlations to assist in site characterization and tunnel design;Barton;International Journal of Rock Mechanics and Mining Sciences,2002

4. Strength, deformation and conductivity coupling of rock joints;Barton;International Journal of Rock Mechanics and Mining Sciences,1985

5. Barton, N., Gutierrez, M., Loset, F., 1995. Shimizu Tunnel No. 3 – Tomei II Highway Project. Application of Q system, UDEC-BB and NMT principles to Shimizu Tunnel No. 3 design – Phase I, NGI Report No. 951024-1. Norwegian Geotechnical Institute, Oslo, Norway.

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