Article
Open Access
A Theoretical and Experimental Study of Rock Cutting
-
M. C. Stavropoulou,
Published/Copyright:
April 1, 2005
Published Online: 2005-04
©2011 by Walter de Gruyter GmbH & Co.
Articles in the same Issue
- TABLE OF CONTENTS
- Notched Marble Specimens Under Bending: Experimental Study And Numerical Analysis Using An Elastoplastic Model With Contact Elements
- Some Recent Developments in Fe-Modelling of Cracking in Concrete and Quasi-Brittle Materials
- Influence of Rainfall on Slope Stability at Egnatia Highway, Asprovalta-Strymonas Part (Chainage 9+700)
- Response Prediction for Axially Loaded Fixed Head Pile Groups
- PROJECTILE PENETRATION INTO REINFORCED CONCRETE: ANALYSIS OF INTERACTION AND ITS EXPERIMENTAL VERIFICATION
- Micromechanical Analysis of the Rock Sanding Problem
- CAM-CLAY and Hydraulic Conductivity Diagram Relations in Consolidated and Sheared Clay-Matrices
- A Method for Inversion of Tunnel Closure Measurements - Application in the Tempi Railway Tunnel
- Using Damage Mechanics to Simulate the Behavior of Various Reinforced Concrete Walls Submitted to Earthquake Loading
- Modeling Three-Point Bending of Rock-Type Materials Using an Elastoplastic Model with Contact Elements
- Fuzzy Analysis of Groundwater Resources Including Incomplete Data of Aquifer Spatial Extent
- Protection of Infrastructure Subjected to Rockfall
- Compressive Behaviour of Plain Concrete at Higher Strain-Rates
- Fundamental Solution in the Theory of Consolidation with Double Porosity
- A Theoretical and Experimental Study of Rock Cutting
Creative Commons
BY-NC-ND 3.0
Articles in the same Issue
- TABLE OF CONTENTS
- Notched Marble Specimens Under Bending: Experimental Study And Numerical Analysis Using An Elastoplastic Model With Contact Elements
- Some Recent Developments in Fe-Modelling of Cracking in Concrete and Quasi-Brittle Materials
- Influence of Rainfall on Slope Stability at Egnatia Highway, Asprovalta-Strymonas Part (Chainage 9+700)
- Response Prediction for Axially Loaded Fixed Head Pile Groups
- PROJECTILE PENETRATION INTO REINFORCED CONCRETE: ANALYSIS OF INTERACTION AND ITS EXPERIMENTAL VERIFICATION
- Micromechanical Analysis of the Rock Sanding Problem
- CAM-CLAY and Hydraulic Conductivity Diagram Relations in Consolidated and Sheared Clay-Matrices
- A Method for Inversion of Tunnel Closure Measurements - Application in the Tempi Railway Tunnel
- Using Damage Mechanics to Simulate the Behavior of Various Reinforced Concrete Walls Submitted to Earthquake Loading
- Modeling Three-Point Bending of Rock-Type Materials Using an Elastoplastic Model with Contact Elements
- Fuzzy Analysis of Groundwater Resources Including Incomplete Data of Aquifer Spatial Extent
- Protection of Infrastructure Subjected to Rockfall
- Compressive Behaviour of Plain Concrete at Higher Strain-Rates
- Fundamental Solution in the Theory of Consolidation with Double Porosity
- A Theoretical and Experimental Study of Rock Cutting