Determining mechanical properties of lime-stabilized clay

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Güler, Erol.
dc.contributor.author	Bulut, Metin.
dc.date.accessioned	2023-03-16T10:53:47Z
dc.date.available	2023-03-16T10:53:47Z
dc.date.issued	1986.
dc.description.abstract	The scientific investigations in geotechnical engineering field, up to present, has focused on understanding and predicting the behaviour of soil material using different types of tests. In this thesis, the behaviour of artificially lime added clayey soil is investigated within the framework of critical state theory. Therefore, a series of isotropically consolidated-undrained compression tests have been carried out on lime-stabilized clay by using triaxial testing equipment. Confining pressures were chosen as 2.0, 2.5, 3.0, 3.5, 4.0 and 5.0 kg/cm2. Lime percentages were chosen to be 5%, 10% and 20%. The relationships of ..... and v:lnp' are tabulated and drawn.
dc.format.extent	30 cm.
dc.format.pages	xvii, 209 leaves;
dc.identifier.other	CE 1986 B87
dc.identifier.uri	https://digitalarchive.library.bogazici.edu.tr/handle/123456789/14158
dc.publisher	Thesis (M.S.)- Bogazici University. Institute for Graduate Studies in Science and Engineering, 1986.
dc.relation	Includes appendices.
dc.relation	Includes appendices.
dc.subject.lcsh	Soil stabilization.
dc.subject.lcsh	Lime.
dc.subject.lcsh	Clay soils.
dc.subject.lcsh	Soils.
dc.title	Determining mechanical properties of lime-stabilized clay

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