A study on dynamic properties of compacted clays

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Durgunoğlu, H. Turan.
dc.contributor.author	Güngören, Ali Akgül.
dc.date.accessioned	2023-03-16T10:53:28Z
dc.date.available	2023-03-16T10:53:28Z
dc.date.issued	1983.
dc.description.abstract	The dynamic soil properties, shear modulus and damping ratio, are studied on five types of clay samples which have relatively different plasticity characteristics. The resonant column method is conducted on compacted samples. Specimens are compacted by using modified mini proctor compactor. The effect of moisture content, shear strain amplitude and vertical stress on shear modulus and damping ratio of these samples are investigated. The values of shear modulus and damping ratio are tabulated and plotted to understand easyly.
dc.format.extent	30 cm.
dc.format.pages	160 leaves;
dc.identifier.other	CE 1983 G58
dc.identifier.uri	https://digitalarchive.library.bogazici.edu.tr/handle/123456789/14139
dc.publisher	Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1983.
dc.subject.lcsh	Clay.
dc.subject.lcsh	Shear strength of soils.
dc.subject.lcsh	Strains and stresses.
dc.subject.lcsh	Soil mechanics.
dc.title	A study on dynamic properties of compacted clays

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