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Evaluation of SCC yield stress from L-box test using the dam break model
|
# |
1392 - 10 |
|
Simulation of Concrete Flow in V-funnel Test and the Proper Range of Viscosity and Yield Stress for SCC
|
# |
1392 - 04 |
|
Fuzzy genetic algorithm approach for optimization of surge tanks
|
# |
1392 - 03 |
|
Viscosity evaluation of SCC based on flow simulation in Lbox test
|
# |
1392 - 01 |
|
Viscosity evaluation of SCC based on flow simulation in the L-box test
|
# |
1392 - 01 |
|
Boundary Shear Stress in Smooth Trapezoidal Open Channel Flows
|
# |
1391 - 11 |
|
Pier scour in clear water for sediment mixtures
|
# |
1391 - 10 |
|
Numerical Simulation of Temporal Evolution of Local Scour in Bridge Pier with Nonuniform Sediment
|
# |
1390 - 04 |
|
Optimal design of water networks using fuzzy genetic algorithm
|
# |
1390 - 04 |
|
Free overfalls in flat-based circular and U-shaped channels
|
# |
1390 - 02 |
|
Experimental study of energy dissipation over stepped gabion spillways with low heights
|
# |
1390 - 01 |
|
Hydraulic jump in sloping channels roller length and energy loss
|
# |
1389 - 01 |
|
Scour countermeasures for cylindrical piers using riprap and combination of collar and riprap
|
# |
1388 - 01 |
|
Characteristics of Subcritical Flow over Vertical Drops with Sloping Aprons
|
# |
1387 - 07 |
|
Turbulent Jet Energy Dissipation at Vertical Drops
|
# |
1387 - 07 |
|
Velicity distribution over cylindrical weirs
|
# |
1385 - 06 |
|
Hydraulic Jumps in Sloping Channels Sequent Depth Ratio
|
# |
1384 - 01 |
|
Free Overfall in Channels with Different Cross Sections and Sub-Critical Flow
|
# |
1384 - 01 |
|
Flow Characteristics at Drops
|
# |
1381 - 05 |
|
Onset of Skimming Flow on Stepped Spillways
|
# |
1378 - 06 |