Fundamental Solution in the Theory of Consolidation with Double Porosity

Articles in the same Issue

1. TABLE OF CONTENTS
2. Notched Marble Specimens Under Bending: Experimental Study And Numerical Analysis Using An Elastoplastic Model With Contact Elements
3. Some Recent Developments in Fe-Modelling of Cracking in Concrete and Quasi-Brittle Materials
4. Influence of Rainfall on Slope Stability at Egnatia Highway, Asprovalta-Strymonas Part (Chainage 9+700)
5. Response Prediction for Axially Loaded Fixed Head Pile Groups
6. PROJECTILE PENETRATION INTO REINFORCED CONCRETE: ANALYSIS OF INTERACTION AND ITS EXPERIMENTAL VERIFICATION
7. Micromechanical Analysis of the Rock Sanding Problem
8. CAM-CLAY and Hydraulic Conductivity Diagram Relations in Consolidated and Sheared Clay-Matrices
9. A Method for Inversion of Tunnel Closure Measurements - Application in the Tempi Railway Tunnel
10. Using Damage Mechanics to Simulate the Behavior of Various Reinforced Concrete Walls Submitted to Earthquake Loading
11. Modeling Three-Point Bending of Rock-Type Materials Using an Elastoplastic Model with Contact Elements
12. Fuzzy Analysis of Groundwater Resources Including Incomplete Data of Aquifer Spatial Extent
13. Protection of Infrastructure Subjected to Rockfall
14. Compressive Behaviour of Plain Concrete at Higher Strain-Rates
15. Fundamental Solution in the Theory of Consolidation with Double Porosity
16. A Theoretical and Experimental Study of Rock Cutting