Analysis of axisymmetric bore-type foundation in respect of plastic deformation/Ašiai simetrinio gręžininio pamato analizė įvertinant plastines deformacijas

In order to design efficient foundations, it is necessary to know exact behaviour of them and surrounding soil under the load. At present various numerical methods [1–11] are used to determine such response. The behaviour of axi-symmetric bored foundation is described in this paper. The finite...

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Bibliographic Details
Main Authors: Gintaras Bukotas, Rimantas Kačianauskas
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 1997-06-01
Series:Journal of Civil Engineering and Management
Subjects:
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Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/9482