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dc.contributor.authorArel, E.
dc.contributor.authorÖnalp, A.
dc.date.accessioned2016-04-18T08:13:35Z
dc.date.available2016-04-18T08:13:35Z
dc.date.issued2004-09
dc.identifier.urihttp://hdl.handle.net/11413/953
dc.description.abstractThis paper describes an attempt to develop a method to define when granodiorite loses its properties as a rock and transforms into soil material. The research program approached the problem from a mechanistic point of view by comparing the pore water pressures generated during isotropic compression with the apparent-and micro-porosities, in terms of a newly proposed pore size distribution index as well as the compressive strengths of the specimens tested. A site was selected for study where weathering of the rock is not accompanied by the production of clay minerals, thus eliminating the complications introduced by the presence of highly compressive zones in the matrix. Samples tested using various criteria indicated that changes in the pore-size distribution can realistically reflect the transformation sought. It appears that further studies should be directed towards determination of the changes in the pore geometry, whereby a scientific definition of the transformation from rock to soil can be made.tr_TR
dc.language.isoen_UStr_TR
dc.publisherASCE-AMER SOC CIVIL ENGINEERS, 1801 ALEXANDER BELL DR, RESTON, VA 20191-4400 USAtr_TR
dc.relationJOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERINGtr_TR
dc.subjectweatheringtr_TR
dc.subjectclassificationtr_TR
dc.subjectpore pressuretr_TR
dc.subjectcompressive strengthtr_TR
dc.subjectporositytr_TR
dc.subjectpore size distributiontr_TR
dc.subjectrockstr_TR
dc.subjectgranitetr_TR
dc.subjectayrışmatr_TR
dc.subjectsınıflandırmatr_TR
dc.subjectgözenek basıncıtr_TR
dc.subjectbasınç dayanımıtr_TR
dc.subjectporozitetr_TR
dc.subjectgözenek boyutu dağılımıtr_TR
dc.subjectkayalartr_TR
dc.subjectgranittr_TR
dc.titleDiagnosis of the transition from rock soil in a granodioritetr_TR
dc.typeArticletr_TR


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