Arşiv ve Dokümantasyon Merkezi
Dijital Arşivi

A comparison of soil modelling using CPT and DMT a case study

Basit öğe kaydını göster

dc.contributor Graduate Program in Civil Engineering.
dc.contributor.advisor Durgunoğlu, H. Turan.
dc.contributor.author Aykın, Kayhan.
dc.date.accessioned 2023-03-16T10:50:00Z
dc.date.available 2023-03-16T10:50:00Z
dc.date.issued 2009.
dc.identifier.other CE 2009 A85
dc.identifier.uri http://digitalarchive.boun.edu.tr/handle/123456789/13875
dc.description.abstract A site investigation campaign using cone penetration test (CPT) and dilatometer test (DMT) was carried on medium stiff silty clay, occasionally sand and gravelly site located at Gemlik, Bursa within a case study. Seismic tests (SCPT, SDMT) were also carried out in order to obtain shear wave velocity profile for seismic modeling. Data obtain from CPT, SCPT, DMT and SDMT testings used for subsoil geotechnical modeling. Soil classification, undrained shear strength, su, internal friction angle, f, constrained modulus M, and shear wave velocity, Vs, profiles, obtained using different insitu measurement techniques, are compared for whole site models and between closely located investigation pairs. Soil modeling are also supported with SPT data, laboratory tests and muti-array analysis of surface waves tests (MASW-MAM). As a result, comparison of the models and the experience attained during investigations are presented.
dc.format.extent 30cm.
dc.publisher Thesis (M.S.)-Bogazici University. Institute for Graduate Studies in Science and Engineering, 2009.
dc.relation Includes appendices.
dc.relation Includes appendices.
dc.subject.lcsh Soil penetration test.
dc.subject.lcsh Dilatometer.
dc.subject.lcsh Soils -- Testing.
dc.title A comparison of soil modelling using CPT and DMT a case study
dc.format.pages xvi, 210 leaves;


Bu öğenin dosyaları

Bu öğe aşağıdaki koleksiyon(lar)da görünmektedir.

Basit öğe kaydını göster

Dijital Arşivde Ara


Göz at

Hesabım