Modeling of tunnel excavation using a hybrid DEM/BEM method

Computer-Aided Civil and Infrastructure Engineering

Volumn 17, Issue 5, 2002, Pages 381-386

  Chen, Shou Gen ^a   Zhao, Jian ^b  

^a ST Engineering   (Singapore)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; CONTINUUM MECHANICS; FINITE ELEMENT METHOD; FRACTURE MECHANICS; ROCKS; TUNNELING (EXCAVATION);

ROCK FRACTURES;

CIVIL ENGINEERING;

BOUNDARY ELEMENT METHOD; DISTINCT ELEMENT METHOD; TUNNELING;

COMPUTER ANALYSIS; MODEL; PROCESS DESIGN; ROCK; TUNNEL EXCAVATION;

EID: 0036722581     PISSN: 10939687     EISSN: None     Source Type: Journal    
DOI: 10.1111/1467-8667.00284     Document Type: Article

References (10)

1. Application of Q-system and index tests to estimate shear strength and deformability of rock masses
2. Predicted and measured performance of the 62m span Norwegian olympic ice hockey cavern at Gjøvik
3. Boundary element and linked methods for underground excavation design
4. A hybrid distinct element-boundary element method for semi-infinite and infinite body problems
5. A computer model for simulating progressive large scale movements in blocky rock systems
6. An introduction to distinct element modelling for rock engineering
7. Formulation of a fully-coupled thermal-mechanical-fluid flow model for non-linear geologic system