HIGHLIGHTS
- who: nil-eko from the Ondokuz Mayıs University Department of Civil Engineering, Samsun, TURKEY have published the Article: STABILITY ANALYSIS OF STONE COLUMN SLOPES UNDER, in the Journal: (JOURNAL)
- what: In this approach, a solution is obtained by reducing the shear strength parameters (c and tan) of the soil to the breakthrough level (Plaxis 2D Finite Elemet Program ). In a study conducted in 2008, the authors of the study focused on the strengthening of slopes affected by seismic stability and tried to explain the methods and techniques to improve the slopes that are unsuitable . . .
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