3D modelling for effects of tunnelling on existing support systems

Proceedings of the 10th International Symposium on Numerical Models in Geomechanics NUMOG 10 - Numerical Models in Geomechanics NUMOG 10

Volumn , Issue , 2007, Pages 373-379

  Liu, H Y ^a   Small, J C ^a   Carter, J P ^b  

^a UNIVERSITY OF SYDNEY   (Australia)

^b UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; NUMERICAL METHODS; ROCK BOLTING; ROCK MECHANICS; THREE DIMENSIONAL; TUNNELING (EXCAVATION); TUNNELS;

3D MODELLING; ADJACENT TUNNELS; FINITE ELEMENT MODELS; IN-SITU; PROGRAM ABAQUS; SHOTCRETE; STEP LENGTHS; SUPPORT SYSTEMS; SURROUNDING ROCK MASSES;

NUMERICAL ANALYSIS;

EID: 56249120289     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. ABAQUS®. 2001. ABAQUS/Standard User's Manual. Hibbitt, Karlsson & Sorensen, Inc.
2. Gioda G, Swoboda G. 1999. Developments and applications of the numerical analysis of tunnels in continuous media. Int J Numer Anal Meth Geomech 23: 1393-1405.
3. Karakus M, Fowell RJ. 2005. Back analysis for tunnelling induced ground movements and stress redistribution. Tunnelling and Underground Space Technology 20: 514-524.
4. Mroueh H, Shahrour 1.2003. A full 3-D finite element analysis of tunnelling-adjacent structures interaction. Computers and Geotechnics 30: 245-253.
5. Pells PJN. 2002. Developments in the design of tunnels and caverns in the Triassic rocks of the Sydney region. Int J Rock Mech Min Sci 39: 569-587.
6. Potts DM, Addenbrooke TI. 1997. A structure's influence on tannelling-induced ground movements. ICE Journal of Geotechnical Engineering 125(2): 109-125.