A Laboratory model study on settlement reduction effect of stone columns in soft clay

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Date

2012

Author

Sünnetçioğlu, Mehmet Emrah

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An experimental study was conducted in order to examine settlement reduction ratios of footing supported by both floating and end bearing type of stone columns. For the floating types, tests were done with varying column lengths of one and two widths of footing (L=B,2B). Tests were conducted in 200 mm* 200 mm* 200 mm cubic loading tanks. The reinforcement effect was achieved by the installation of four stone columns with 20 mm diameter under 70 mm* 70mm model footing. Parameters such as area replacement ratio (a_s), loading plate dimensions, consolidation and vertical pressures applied, and the relative density (D_R) of the granular column were kept constant, the column length (L) was set as the only variable in the experimental tests conducted. In the tests, footing settlements together with subsurface settlements at depths equal to footing width (B) and two times the footing width (2B) were measured by specially designed telltales. The settlement reduction ratios both at surface and subsurface were evaluated in order to determine the effect of column length on settlement improvement. It has been found out that as the column length increases the settlement reduction ratios decrease for all depth intervals. However, there exists a threshold column length (L=2B), beyond which the composite ground demonstrates little settlement improvement.

Subject Keywords

Columns, Shear strength of soils, Bearing capacity., Structural engineering.

URI

http://etd.lib.metu.edu.tr/upload/12614558/index.pdf
https://hdl.handle.net/11511/21727

Collections

Graduate School of Natural and Applied Sciences, Thesis

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Citation Formats

M. E. Sünnetçioğlu, “A Laboratory model study on settlement reduction effect of stone columns in soft clay,” M.S. - Master of Science, Middle East Technical University, 2012.