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Title تحليل قابليت اعتماد روانگرايي خاك تحت بار مونوتونيك با استفاده از روش اجزاء محدود تصادفي
Type Presentation
Keywords Reliability Analysis, Soil Liquefaction, Random Finite Elements Analysis, Monotonic Loading
Abstract Liquefaction of soils is defined as significant reduction in shear strength and stiffness due to increase in pore pressure.this phenomena can be assessed in static or dynamic loading types. however in each type the inherent variability of the soil parameters dictate that this problem is of a probabilistic nature rather than being deterministic
Researchers Ali Johari (First researcher) , Abdoreza Fazeli (Third researcher)