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International Journal Of Civil Engineering
سال:2016 - دوره:14 - شماره:4
Effect Of Particle Shape On Dilative Behavior And Stress Path Characteristics Of Chamkhaleh Sand In Undrained Triaxial Tests
- صفحه:197-208
Effects Of Discrete Short Polypropylene Fibers On Behavior Of Artificially Cemented Kaolinite
- صفحه:253-262
Experimental And Numerical Study Of Pile-Stabilized Slopes Under Surface Load Conditions
- صفحه:221-232
Seismic Effects Of Two-Dimensional Subsurface Cavity On The Ground Motion By Bem: Amplification Patterns And Engineering Applications
- صفحه:233-251
Simulation Of Unenhanced Electrokinetic Process For Lead Removal From Kaolinite Clay
- صفحه:263-270
Undrained Cyclic And Monotonic Behavior Of Hormuz Calcareous Sand Using Hollow Cylinder Simple Shear Tests
- صفحه:209-219
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