A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel

Machinery traffic is associated with the application of stress onto the soil surface and is the main reason for agricultural soil compaction. Currently, probes are used for studying the stress propagation in soil and measuring soil stress. However, because of the physical presence of a probe, the me...

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Main Authors: M. Naderi-Boldaji, H. Azimi-Nejadian, M. Bahrami
Format: Article
Language:English
Published: Ferdowsi University of Mashhad 2024-03-01
Series:Journal of Agricultural Machinery
Subjects:
Online Access:https://jame.um.ac.ir/article_44380_464460ca2817c2ff05a516a2757ef964.pdf
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author M. Naderi-Boldaji
H. Azimi-Nejadian
M. Bahrami
author_facet M. Naderi-Boldaji
H. Azimi-Nejadian
M. Bahrami
author_sort M. Naderi-Boldaji
collection DOAJ
description Machinery traffic is associated with the application of stress onto the soil surface and is the main reason for agricultural soil compaction. Currently, probes are used for studying the stress propagation in soil and measuring soil stress. However, because of the physical presence of a probe, the measured stress may differ from the actual stress, i.e. the stress induced in the soil under machinery traffic in the absence of a probe. Hence, we need to model the soil-stress probe interaction to study the difference in stress caused by the probe under varying loading geometries, loading time, depth, and soil properties to find correction factors for probe-measured stress. This study aims to simulate the soil-stress probe interaction under a moving rigid wheel using finite element method (FEM) to investigate the agreement between the simulated with-probe stress and the experimental measurements and to compare the resulting ratio of with/without probe stress with previous studies. The soil was modeled as an elastic-perfectly plastic material whose properties were calibrated with the simulation of cone penetration and wheel sinkage into the soil. The results showed an average 28% overestimation of FEM-simulated probe stress as compared to the experimental stress measured under the wheel loadings of 600 and 1,200 N. The average simulated ratio of with/without probe stress was found to be 1.22 for the two tests which is significantly smaller than that of plate sinkage loading (1.9). The simulation of wheel speed on soil stress showed a minor increase in stress. The stress over-estimation ratio (i.e. the ratio of with/without probe stress) noticeably increased with depth but increased slightly with speed for depths below 0.2 m.
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spelling doaj.art-499fb5c0e7024f7e9d4c8b7882b5159e2024-03-11T05:20:44ZengFerdowsi University of MashhadJournal of Agricultural Machinery2228-68292423-39432024-03-01141496710.22067/jam.2023.84158.118544380A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid WheelM. Naderi-Boldaji0H. Azimi-Nejadian1M. Bahrami2Department of Mechanical Engineering of Biosystems, Faculty of Agriculture, Shahrekord University, Shahrekord, IranDepartment of Mechanical Engineering of Biosystems, Faculty of Agriculture, Jahrom University, Jahrom, IranDepartment of Mechanical Engineering of Biosystems, Faculty of Agriculture, Shahrekord University, Shahrekord, IranMachinery traffic is associated with the application of stress onto the soil surface and is the main reason for agricultural soil compaction. Currently, probes are used for studying the stress propagation in soil and measuring soil stress. However, because of the physical presence of a probe, the measured stress may differ from the actual stress, i.e. the stress induced in the soil under machinery traffic in the absence of a probe. Hence, we need to model the soil-stress probe interaction to study the difference in stress caused by the probe under varying loading geometries, loading time, depth, and soil properties to find correction factors for probe-measured stress. This study aims to simulate the soil-stress probe interaction under a moving rigid wheel using finite element method (FEM) to investigate the agreement between the simulated with-probe stress and the experimental measurements and to compare the resulting ratio of with/without probe stress with previous studies. The soil was modeled as an elastic-perfectly plastic material whose properties were calibrated with the simulation of cone penetration and wheel sinkage into the soil. The results showed an average 28% overestimation of FEM-simulated probe stress as compared to the experimental stress measured under the wheel loadings of 600 and 1,200 N. The average simulated ratio of with/without probe stress was found to be 1.22 for the two tests which is significantly smaller than that of plate sinkage loading (1.9). The simulation of wheel speed on soil stress showed a minor increase in stress. The stress over-estimation ratio (i.e. the ratio of with/without probe stress) noticeably increased with depth but increased slightly with speed for depths below 0.2 m.https://jame.um.ac.ir/article_44380_464460ca2817c2ff05a516a2757ef964.pdffem simulationmachinery trafficsoil binsoil stressstress probe
spellingShingle M. Naderi-Boldaji
H. Azimi-Nejadian
M. Bahrami
A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel
Journal of Agricultural Machinery
fem simulation
machinery traffic
soil bin
soil stress
stress probe
title A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel
title_full A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel
title_fullStr A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel
title_full_unstemmed A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel
title_short A Finite Element Model of Soil-Stress Probe Interaction under a Moving Rigid Wheel
title_sort finite element model of soil stress probe interaction under a moving rigid wheel
topic fem simulation
machinery traffic
soil bin
soil stress
stress probe
url https://jame.um.ac.ir/article_44380_464460ca2817c2ff05a516a2757ef964.pdf
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