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International Journal Of Civil Engineering
سال:2011 - دوره:9 - شماره:4
An Improved Solution To Capillary Rise Of Water In Soils
- صفحه:275-281
Effect Of Bedrock Inclination On Seismic Slope Stability According To Iran Seismically Data
- صفحه:247-254
Experimental And Numerical Investigation On Circular Footing Subjected To Incremental Cyclic Loads
- صفحه:265-274
Investigation Of Foundations Behavior By Implementation Of A Developed Constitutive Soil Model In The Zel Method
- صفحه:293-306
Low-Amplitude Dynamic Properties For Compacted Sand-Clay Mixtures
- صفحه:255-264
Three Dimensional Bearing Capacity Analysis Of Shallow Foundations Using Discrete Element Method
- صفحه:282-292
Undrained Triaxial Shear Behavior Of Grouted Carbonate Sands
- صفحه:307-314
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