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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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 |
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LD5655.V855 1984.P644 Soil consolidation -- Mathematical models Soil consolidation -- Data processing Agricultural machinery |
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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 |
_version_ |
1719342857768140800 |