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The bearing capacity of nordic soil

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The bearing capacity of nordic soil

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dc.contributor.advisor Selgren, Ulf es_ES
dc.contributor.author Pla Rubio, Begoña es_ES
dc.date.accessioned 2015-07-14T07:09:30Z
dc.date.available 2015-07-14T07:09:30Z
dc.date.created 2015-06
dc.date.issued 2015-07-14
dc.identifier.uri http://hdl.handle.net/10251/53129
dc.description.abstract Consulta en la Biblioteca ETSI Industriales (Riunet) es_ES
dc.description.abstract [EN] Heavy forestry machines have great immediate effect on soil properties. This increases the interest to develop approaches that help understanding better the interaction between the forest machines and the terrain and consequently develop the forwarders to be gentle to the environment. The most predominant indications of soil disturbances caused by harvesting are mainly rutting and soil compaction. It is critical to understand and evaluate these damages to be able to protect the remaining trees and improve their tree growth rate. Comprehending the bearing capacity of the soil and the interaction between tire and soil are the key issues to develop forest machines that preserve the terrain. The first step to accomplish this goal is to compare the rut depth theoretical data from empirical models with the rut depth data from a full scale field test, the models suitable to predict rut depth is descripted. Tree roots reinforce the forest floor and significantly increase the bearing capacity of the soil. The contribution from root layer to the soil bearing capacity depends on the number, diameter, orientation of the roots and their mechanical properties. To improve the root tensile strength model, a root bending and stretching laboratory test has been carry out and compared with FEM-based results. The existing Valmet 860.3 Adams MBS model is finally used to study the suitability of the model to predict rut depth. A comparison between all methods to predict rut depth is also shown. es_ES
dc.language Inglés es_ES
dc.publisher Universitat Politècnica de València es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Consulta en la Biblioteca ETSI Industriales es_ES
dc.subject Bearing capacity es_ES
dc.subject Root reinforcement es_ES
dc.subject Shear test es_ES
dc.subject COMSOL Multiphysics es_ES
dc.subject Bekker es_ES
dc.subject.classification TECNOLOGIA DEL MEDIO AMBIENTE es_ES
dc.subject.other Ingeniero Industrial-Enginyer Industrial es_ES
dc.title The bearing capacity of nordic soil es_ES
dc.type Proyecto/Trabajo fin de carrera/grado es_ES
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials es_ES
dc.description.bibliographicCitation Pla Rubio, B. (2015). The bearing capacity of nordic soil. http://hdl.handle.net/10251/53129. es_ES
dc.description.accrualMethod Archivo delegado es_ES


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