... stress Artificial Intelligence abaqus software asian rock mechanics symposium 29 laser drilling Reservoir Characterization finite element method thermo-mechanical stress coefficient limestone Study of Thermal and Mechanical Stresses Variations on Rock Caused by Laser Drilling in High...

... stability Bridge finite element method Earthquake experimental study Aydan asian rock mechanics symposium arms8 october 2014 Tokashiki masonary structure reservoir geomechanics castle dynamic response historical masonry structure inclination shuri castle 8th Asian Rock Mechanics Symposium...

... Reservoir Characterization Upstream Oil & Gas axial force Wellbore Design tunnel boundary reservoir geomechanics strength debasis deb rock bolt boundary grout material Artificial Intelligence displacement bolt rod rock mass finite element method enriched finite element method...

... compared among semi-analytical method, finite element method and actual observed value are shown in Fig.5. -1600 -1200 -800 -400 0 0 400 800 1200 1600 (m) Subsidence(mm) Actual observations Finite element calculation Semi-analytical calculation Fig. 5 The results compared among semi-analytical method...

...ISRM International Symposium 2010 and 6th Asian Rock Mechanics Symposium - Advances in Rock Engineering 23-27 October, 2010, New Delhi, India INVESTIGATION INTO ROCK MECHANICS USING FINITE ELEMENT METHOD ARESH B , DAADBIN A. AND SARWAR M, Northumbria University, Ellison Terrace, Newcastle upon Tyne...

... are essential. On account of these facts, at the first stage, practical methods were chosen to provide proper and reasonable supporting systems to meet the stability of the tunnels. At the second stage, two-dimensional static distinct and finite element methods were collected to perform static analysis...

... near-field rock mass Upstream Oil & Gas hydraulic gradient coefficient evolution thermal gradient equation finite element method thermal effect rock matrix thermo-hydro-mechanical analysis gradient ISRM International Symposium 2008 5th Asian Rock Mechanics Symposium (ARMS5), 24-26...

..., the traditional method is to simulate the progress of the construction of excavation, and calculate several possible schemes by 2-D or 3-D elasto-plastic finite element method (FEM). After the analysis of deformation, the distribution of plastic zone and the state of stress, the scheme with a preferable stability...