A model study of pile groups in clay

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dc.contributorGraduate Program in Civil Engineering.
dc.contributor.advisorGüler, Erol.
dc.contributor.authorBudak, Faruk.
dc.date.accessioned2023-03-16T10:53:50Z
dc.date.available2023-03-16T10:53:50Z
dc.date.issued1986.
dc.description.abstractA model scale study of the bearing capacity of single piles and pile groups with a small L/D ratio in clay under vertical and axial loads has been performed. It was investigated how the pile spacing, driving energy, number of piles and time factor effects the bearing capacity of pile groups. Experimental results have been compared with the theoretical values. In this study for the interpretation of test results, a statistical analysis method called Latin Square was used.
dc.format.extent30 cm.
dc.format.pagesviii, 81 leaves;
dc.identifier.otherCE 1986 B85
dc.identifier.urihttps://digitalarchive.library.bogazici.edu.tr/handle/123456789/14160
dc.publisherThesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986.
dc.subject.lcshPiling (Civil engineering)
dc.subject.lcshClay soils.
dc.titleA model study of pile groups in clay

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