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International Journal Of Civil Engineering
سال:2014 - دوره:12 - شماره:2
A Simplified Pseudo-Static Seismic Analysis Of Reinforced Soil Walls With Uniform Surcharge
- صفحه:97-109
Antiplane Seismic Response From Semi-Sine Shaped Valley Above Embedded Truncated Circular Cavity: A Time-Domain Half-Plane Bem
- صفحه:160-173
Effect Of Fly Ash And Different Lengths Of Polypropylene Fibers Content On The Soft Soils
- صفحه:134-145
On The Quality Of Driven Piles Construction Based On Risk Analysis
- صفحه:88-96
Pore Structures And Mechanical Properties Of Microbe-Inspired Cementing Sand Columns
- صفحه:174-179
Reliability Measures For Consolidation Settlement By Means Of Cpt Data
- صفحه:180-185
Simplified Method For Settlement Prediction Of Single Pile And Pile Group Using A Hyperbolic Model
- صفحه:146-159
Two-Dimensional Time Domain Fundamental Solution To Dynamic Unsaturated Poroelasticity
- صفحه:110-133
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