![]() ![]() Study of the electrical resistivity changes in soils during consolidation testing Keywords: Alluvial soil, embankment fill, Plaxis, stone column. Also, the stone column model designated by 15 m height has significantly reduced settlement and consolidation time. The results of this study indicate that, stone column has a remarkable influence on decreasing settlements and accelerate the consolidation time. An undrained analysis was carried out for alluvial soils, and a drained analysis for stones and the compacted embankment soil using Mohr-Coulomb’s criterion. The settlements versus time and depth, excess pore water pressure dissipation and consolidation time were studied by finite element analysis using Plaxis software. target of present paper was to determine the influence of stone columns in alluvial deposits of Tuzla area. Sajjad Mirsalehi- Eastern Mediteranean University, Famagusta, N. Sajjad Sepehr - Mogaddase Ardabili University, Ardabil, Iran University of Mohaghegh Ardabili, Ardabil, Iranįull-SCALE ANALYSIS OF STONE COLUMN BENEATH AN EMBANKMENT The 1st Iranian Conference on Geotechnical Engineering, 22-23 October 2013 ![]()
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