Numerical solutions of rate of consolidation in layered soils

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Durgunoğlu, H. Turan.
dc.contributor.author	Malkoç, Burak.
dc.date.accessioned	2023-03-16T10:53:41Z
dc.date.available	2023-03-16T10:53:41Z
dc.date.issued	1985.
dc.description.abstract	The numerical solutions of rate of consolidation in layered soils is studied. The pore water dissipation of compressible deposits is numerically determined based on the finite difference method. The advantegeous attained by the use of vertical drains is mentioned and a computer program is developed for a layered system which is vertically and radially drained. The loading condition is also investigated and the computer programs for constant loading are further developed to take into account the effects of time-dependent loading. The results of the numerical solutions are compared with the available analytical procedures.
dc.format.extent	30 cm.
dc.format.pages	viii, 139 leaves;
dc.identifier.other	CE 1985 M29
dc.identifier.uri	https://digitalarchive.library.bogazici.edu.tr/handle/123456789/14153
dc.publisher	Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985.
dc.relation	Includes appendices.
dc.relation	Includes appendices.
dc.subject.lcsh	Soil consolidation.
dc.subject.lcsh	Layer structure (Solids)
dc.title	Numerical solutions of rate of consolidation in layered soils

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