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dc.contributor.advisorGrande, Lars Olavnb_NO
dc.contributor.authorMijena, Ermias Hailunb_NO
dc.date.accessioned2014-12-19T11:30:30Z
dc.date.available2014-12-19T11:30:30Z
dc.date.created2012-11-08nb_NO
dc.date.issued2012nb_NO
dc.identifier566504nb_NO
dc.identifierntnudaim:8339nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/232271
dc.description.abstractThis thesis consists of 8 chapters and each chapter is described as follows:Chapter 2: Presents the different types of piles which exist today and their classification.Chapter 3: Presents the different soil parameters we use in pile analyses and design and the properties of these parameters.Chapter 4: Presents the different empirical and theoretical static pile capacity equation. It also presents the effect of time and plugging on pile capacity.Chapter 5: Presents pile dynamics, static and dynamic load tests on piles.Chapter 6: Presents a case study which is a case of a bridge project on the Drammen selva river in Drammen, Norway.Chapter 7: Presents the analysis and results obtained for the case study described in chapter 6.Chapter 8: It is the last part of the work which presents conclusions and possible future work.nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for bygg, anlegg og transportnb_NO
dc.subjectntnudaim:8339no_NO
dc.subjectMSGEOTECH Geotechnics and Geohazardsno_NO
dc.titleA comparison of friction piles bearing capacity based on theoretical and empirical mathematical modelsnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber128nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for bygg, anlegg og transportnb_NO


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