Yüksek Lisans Tezi Görüntüleme | |||||||||||||||||||||
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Also for same purpose, engineering properties of soil were determined by laboratory tests. These properties are efective cohesion (c*), efective internal friction angle (**), saturated unit weight (*d), natural unit weight (*n), dry unit weight (*k), specific weight (Gs), grain size distribution and clay type.
KeyWords: Landslide, Slope stability, Fellenius, Bishop and Janbu analysis methods.
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