1. DOYGUN OLMAYAN İNCE TANELİ ZEMİNLERİN KAYMA DİRENCİ.
- Author
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ÖNTÜRK, Kurban, BOL, Ertan, ÖZOCAK, Aşkın, and ÖZSAĞIR, Mustafa
- Abstract
The voids of unsaturated soils is filled by fluid more than one (i. e., water) and it's saturation is less than 95%. Though, there are some research studies about shear strength of unsaturated soils but it's scarce. In this study especially unsaturated silty fine soils was analyzed. In laboratuary clay ratio in the natural clayey-silty soil samples is reduced by settling method. In thıs wise soil samples obtained as ML-MI soil classification. Unsaturated triaxial shear test and mechanical tests applied on the samples. Shear strength of same samples is determined on saturated condition also and comparison maked of shear strength of saturated and unsaturated samples. [ABSTRACT FROM AUTHOR]
- Published
- 2015