|
Effect of fracture dilation angle on stress-dependent permeability tensor of fractured rock
|
1394 - 04 |
|
Alteration Dependent Physical/Mechanical Properties of Gabbro and Diorite Construction Stones
|
1393 - 12 |
|
Effect of Grain Size on Strength of Crystalline Building Stones
|
1393 - 12 |
|
The effect of fracture network intensity on elastic strength of fractured rock masses - A numerical study
|
1391 - 03 |
|
A comparison between permeability of single porosity and dual porosity medium using DFN and Dual fracture method (DFM)
|
1391 - 03 |
|
Evaluating the permeability tensor of a fractured rock mass using effective medium theory
|
1391 - 03 |
|
Predicting penetration rate of a tunnel boring machine using artifial neural network
|
1389 - 08 |
|
A new method for determining grain size distribution of rocks
|
1388 - 11 |
|
Effect of Aperture Distribution on Network Fracture Permeability Using EMT Approach
|
1388 - 11 |
|
UDEC simulation of block stability analysis around a large cavern
|
1388 - 09 |
|
An uncertaity analysis for calculating permeability using EMT
|
1388 - 08 |
|
Effects of grain size distribution on Kic using CCNBD and HCCD specimens
|
1388 - 08 |
|
Block stability analysis around a large cavern using probabilistic approach
|
1388 - 08 |
|
Study of deformability of fractured rocks with correlated fracture length and aperture
|
1387 - 09 |
|
Some aspects on model uncertainty in the calculation of rock stability using kinematics limit equilibrium
|
1387 - 04 |
|
Scale and stress effects on permeability tensor of fractured rocks with correlated fracture length and aperture
|
1387 - 03 |
|
Stress and scale effects on the hydraulic properties of fractured rocks
|
1387 - 02 |
|
Deformability of rock fractures with correlated fracture length and aperture
|
1386 - 07 |
|
Developement of contaminant transport model for ground water system of Lake of Kiyanja watershed of Uganda
|
1384 - 11 |
|
Scale effect on hydraulic properties of fractured rock mass by correlated fracture length and aperture
|
1384 - 06 |