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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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