Continuum and discontinuum modelling for design analysis of tunnels

9th ISRM Congress

Volumn , Issue , 1999, Pages 163-168

  Barla, G ^a   Barla, M ^a   Repetto, L ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ROCK MECHANICS;

DESIGN ANALYSIS; DISCONTINUUM; FAULT ZONE; OVERSTRESSING;

TUNNELING (EXCAVATION);

EID: 84863024845     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Barton N. 1997. Pont Ventoux Hydropower Project. Tunnel F2-Pont Ventoux. Assessment vf geological conditions and required support forth 2350-4000. Report to Nocon. 25 October 1997.
2. Curran J. H. And Coricun B. T. 1997. Phase2. 2D finite element program for calculating stresses and estimating support around underground excavations. Reference Manual and Tutorial Manual. Rock Engineering Group. University of Toronto.
3. Dershowitz. W., Lee, G., Geier, J. & La Pointe P. 1995. FracMan Interactive Discrete Feature Data Analysis, Geometric Modelling and Ex-ploration Simulation). User documentation. Version 2.50. Seattle. Golder Associates Inc.
4. Itasca Consulting Group 1996. UDEC (Universal Distinct Element Code), version 3.0. Volume I: User's manual. Volume II: Verification problems and example applications. Minneapolis, Minnesota, USA.
5. Martin C. D., Mc Creath D. R., Stochmal M. 1997. Estimating support demand-load caused by stress-induced failure around tunnels. Int. Symp. On Rock Support, Lillehammer, June 1997.
6. Pont Ventoux 1997. Nota relativa al sopralluogo effettuato in data H/10/1997 in corrispondenza del fronte di scavo della galleria di derivazione nel tratto Pont Ventoux-F2 (Dott. Geol. G. Venturini).