Academic Journal

Strength and deformation parameters of boulder clay to design of buildings at the margin of a moraine plateau in Warsaw

التفاصيل البيبلوغرافية
العنوان: Strength and deformation parameters of boulder clay to design of buildings at the margin of a moraine plateau in Warsaw
المؤلفون: Rabarijoely, Simon, Garbulewski, Kazimierz
المصدر: Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation ; volume 50, issue 1, page 55-67 ; ISSN 2081-9617
بيانات النشر: Walter de Gruyter GmbH
سنة النشر: 2018
الوصف: The selection of soil parameters suitable to the geotechnical design calculations is regarded widely as one of the most important and simultaneously difficult engineering task, which according to the Eurocode 7 standards should be undertaken into distinct three steps. The second of these steps, namely obtaining the characteristic values requires a careful and a cautions estimation with application of the statistical methods even by using a Bayesian approach as shown in this paper. This paper presents the process of selecting a characteristic strength and deformation parameters from CPT and DMT investigation for boulder clays discovered at the margin of a moraine plateau in Warsaw. This layer was chosen for foundations of design academic buildings. In the selection of the characteristic parameters with application of the numerical program BAYANAL the spatial distribution of strength and deformation properties was taken into account. Particular attention was focused to the affect resulting from in situ test locations at different distances from the design facilities. Finally, the remark conclusions were presented including opinion on the role of aims and spacing of investigation points in geotechnical designing.
نوع الوثيقة: article in journal/newspaper
اللغة: unknown
DOI: 10.2478/sggw-2018-0005
الاتاحة: http://dx.doi.org/10.2478/sggw-2018-0005
https://content.sciendo.com/view/journals/sggw/50/1/article-p55.xml
Rights: http://creativecommons.org/licenses/by-nc-nd/3.0
رقم الانضمام: edsbas.B2D751D9
قاعدة البيانات: BASE