Bölüm "Yilmaz, I., Cumhuriyet University, Faculty of Engineering, Department of Geology, 58140 Sivas, Turkey" Diğer Yayınlar Koleksiyonu için listeleme
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Evaluation of shear strength of clayey soils by using their liquidity index
(2000)It is well known that overconsolidated clays have higher shear strength than unconsolidated clays. The liquidity index makes possible an evaluation of the consolidation degree of clays. However, there is no empirical ...