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International Journal Of Civil Engineering
  
سال:2007 - دوره:5 - شماره:2
  
 
Analysis Of Buried Plastic Pipes In Reinforced Sand Under Repeated-Load Using Neural Network And Regression Model
- صفحه:118-133
  
 
Discrete Least Square Method (Dlsm) For The Solution Of Free Surface Seepage Problem
- صفحه:134-143
  
 
Evaluation Of Undrained Shear Strength Of Loose Silty Sands Using Cpt Results
- صفحه:104-117
  
 
Non-Invasive Continuous Surface Wave Measurements For In Situ Damping Ratio Profiling Of Soils
- صفحه:93-103
  
 
Optimal Identification Of Ground-Water Pollution Sources
- صفحه:144-155
  
 
Upper Limit To Compression Reinforcement Ratio In Flexural Hsrc Members
- صفحه:156-167
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