A model study of pile groups in clay

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Güler, Erol.
dc.contributor.author	Budak, Faruk.
dc.date.accessioned	2023-03-16T10:53:50Z
dc.date.available	2023-03-16T10:53:50Z
dc.date.issued	1986.
dc.identifier.other	CE 1986 B85
dc.identifier.uri	http://digitalarchive.boun.edu.tr/handle/123456789/14160
dc.description.abstract	A 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.extent	30 cm.
dc.publisher	Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986.
dc.subject.lcsh	Piling (Civil engineering)
dc.subject.lcsh	Clay soils.
dc.title	A model study of pile groups in clay
dc.format.pages	viii, 81 leaves;