Phisycal and Mathematical Model Forvibratory Driving Process Analysis

dc.contributor.author	Cauteș, Gheorghe
dc.contributor.author	Năstac, Silviu
dc.date.accessioned	2017-10-16T13:08:02Z
dc.date.available	2017-10-16T13:08:02Z
dc.date.issued	2002
dc.identifier.issn	1224 – 5615
dc.identifier.uri	http://10.11.10.50/xmlui/handle/123456789/4532
dc.description	The Annals of ''Dunarea de Jos'' University of Galati : Fascicle XIV : MECHANICAL ENGINEERING, ISSN 1224 - 5615	ro_RO
dc.description.abstract	Vibratory driving of pile is one of the technologies used for powerless basement soil deep consolidation. This process consist by favouring the pile penetration in soil, whereupon when vibrations using. Experimentally, was determined that the soil subjected to the harmonical movement, with certain amplitude and frequency, this behave like a viscous liquid and the penetration process of different shape bodies was favorized. The amplitude and the frequency of excitatory force have specific values for each type of soil. This paper present a numerical model for computer analysis of this process. For a better behaviour of the modeling is necessary to corelate the computer program values with those that the exepriments was proved.	ro_RO
dc.language.iso	en	ro_RO
dc.publisher	Universitatea "Dunărea de jos" din Galați	ro_RO
dc.subject	computer program	ro_RO
dc.subject	elements system	ro_RO
dc.subject	technology	ro_RO
dc.title	Phisycal and Mathematical Model Forvibratory Driving Process Analysis	ro_RO
dc.type	Article	ro_RO