Finite element analysis of multipass effects of vehicles on soil compaction

A computer program based on the finite element procedure was modified to analyze the multipass effect of rubber-tired vehicles on soil compaction. The wheel-soil interaction was modeled as an axisymmetric problem by approximating the elliptical wheelsoil contact area with an equivalent circular are...

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Main Author: Pollock, David Garnet
Other Authors: Agricultural Engineering
Format: Others
Language:en_US
Published: Virginia Polytechnic Institute and State University 2019
Subjects:
Online Access:http://hdl.handle.net/10919/87295
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spelling ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-872952020-09-26T05:38:32Z Finite element analysis of multipass effects of vehicles on soil compaction Pollock, David Garnet Agricultural Engineering LD5655.V855 1984.P644 Soil consolidation -- Mathematical models Soil consolidation -- Data processing Agricultural machinery A computer program based on the finite element procedure was modified to analyze the multipass effect of rubber-tired vehicles on soil compaction. The wheel-soil interaction was modeled as an axisymmetric problem by approximating the elliptical wheelsoil contact area with an equivalent circular area. A hyperbolic stress-strain relationship was used to model the nonlinear material characteristics of the soil. The boundary load conditions were based on contact area and contact pressure data for a standard tire. The finite element program developed was verified by conducting a linear elastic analysis of a circular flexible footing problem and comparing the results with closed form solution. The results of the finite element analysis agreed well with the closed form solution. The effects of soil type, wheel-soil contact area, and multiple wheel loading on soil compaction were analyzed. The results of the analyses provided information on soil displacement, stress distribution, and volumetric strain. Residual volumetric strain contours, developed after each loading and unloading cycle (simulating the passage of a wheel), showed zones of maximum compaction and the propagation of compaction zones as a function of the number of wheel loadings. A major portion (80% - 90%) of the total residual volumetric strain was found to occur during the first wheel pass. The rate of increase in volumetric strain dropped noticeably as the number of passes increased. As expected, results of the analysis show that for a given vehicle weight, the use of large tires minimizes the degree of compaction. Master of Science 2019-01-31T18:56:01Z 2019-01-31T18:56:01Z 1984 Thesis Text http://hdl.handle.net/10919/87295 en_US OCLC# 11163111 In Copyright http://rightsstatements.org/vocab/InC/1.0/ xii, 92 leaves application/pdf application/pdf Virginia Polytechnic Institute and State University
collection NDLTD
language en_US
format Others
sources NDLTD
topic LD5655.V855 1984.P644
Soil consolidation -- Mathematical models
Soil consolidation -- Data processing
Agricultural machinery
spellingShingle LD5655.V855 1984.P644
Soil consolidation -- Mathematical models
Soil consolidation -- Data processing
Agricultural machinery
Pollock, David Garnet
Finite element analysis of multipass effects of vehicles on soil compaction
description A computer program based on the finite element procedure was modified to analyze the multipass effect of rubber-tired vehicles on soil compaction. The wheel-soil interaction was modeled as an axisymmetric problem by approximating the elliptical wheelsoil contact area with an equivalent circular area. A hyperbolic stress-strain relationship was used to model the nonlinear material characteristics of the soil. The boundary load conditions were based on contact area and contact pressure data for a standard tire. The finite element program developed was verified by conducting a linear elastic analysis of a circular flexible footing problem and comparing the results with closed form solution. The results of the finite element analysis agreed well with the closed form solution. The effects of soil type, wheel-soil contact area, and multiple wheel loading on soil compaction were analyzed. The results of the analyses provided information on soil displacement, stress distribution, and volumetric strain. Residual volumetric strain contours, developed after each loading and unloading cycle (simulating the passage of a wheel), showed zones of maximum compaction and the propagation of compaction zones as a function of the number of wheel loadings. A major portion (80% - 90%) of the total residual volumetric strain was found to occur during the first wheel pass. The rate of increase in volumetric strain dropped noticeably as the number of passes increased. As expected, results of the analysis show that for a given vehicle weight, the use of large tires minimizes the degree of compaction. === Master of Science
author2 Agricultural Engineering
author_facet Agricultural Engineering
Pollock, David Garnet
author Pollock, David Garnet
author_sort Pollock, David Garnet
title Finite element analysis of multipass effects of vehicles on soil compaction
title_short Finite element analysis of multipass effects of vehicles on soil compaction
title_full Finite element analysis of multipass effects of vehicles on soil compaction
title_fullStr Finite element analysis of multipass effects of vehicles on soil compaction
title_full_unstemmed Finite element analysis of multipass effects of vehicles on soil compaction
title_sort finite element analysis of multipass effects of vehicles on soil compaction
publisher Virginia Polytechnic Institute and State University
publishDate 2019
url http://hdl.handle.net/10919/87295
work_keys_str_mv AT pollockdavidgarnet finiteelementanalysisofmultipasseffectsofvehiclesonsoilcompaction
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