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Journal ArticleDOI

A soil-tool model based on limit equilibrium analysis

John V. Perumpral, +2 more
- 18 Aug 1983 - 
- Vol. 26, Iss: 4, pp 991-0995
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TLDR
In this paper, a mathematical model for predicting the behavior of narrow tillage tools in soils is based on a limit equilibrium analysis, and a comparison of predicted and experimental results is also included.
Abstract
A mathematical model for predicting the behavior of narrow tillage tools in soils is based on a limit equilibrium analysis. Pertinent soil, tool and interface parameters influencing the tool performance have been identified and incorporated in the model. A comparison of predicted and experimental results is also included. Mathematical models based on emperical as well as semi-emperical methods have been developed to describe the soil-tillage tool interaction (Payne, 1956; Hettiaratchi and Reece, 1967; Hettiaratchi et al., 1966; Osman, 1964; Godwin and Spoor, 1977; McKyes, 1978; Desai et al., 1981). Even though the soil-tool interaction problem is three dimensional in nature, a majority of the models available are based on two-dimensional consideration (Hettiaratchi et al., 1966; Osman, 1964; Payne, 1956). In recent years some progress has been made toward the development of three dimensional models (Hettiaratchi and Reece, 1967; Godwin and Spoor, 1977; McKyes, 1978). However, most of these models are complex, and a sound mathematical background is essential to utilize them. Thus the need exists for more general and less complex models capable of predicting tillage-tool behavior in soils. Unlike costly experimental procedures, availability of such models would permit designers as well as researchers to develop with minimum effort a clear understanding of soil-tool interaction through parametric studies. Therefore, the overall objective of this study was to develop a generalized mathematical model and to examine its validity for predicting the tillage tool performance in soils..

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Citations
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Journal ArticleDOI

Determination of discrete element model parameters required for soil tillage

TL;DR: In this paper, an energy method and elastic-plastic rule were developed to determine the initial estimation for the optimization process of a discrete element model to describe the dynamic interaction that occurs in the soil tillage process.
Journal ArticleDOI

Calibration of discrete element parameters and the modelling of silo discharge and bucket filling

TL;DR: In this paper, a calibration process is developed to determine the parameter values of the discrete element method (DEM) to predict the internal friction angle and stiffness, respectively, and the results of the calibration process are validated by modeling silo discharge and bucket filling.
Journal ArticleDOI

Integrated soil tillage force prediction models

TL;DR: In this article, the authors describe the integration of a series of models to predict the forces acting on a range of tillage tools from simple plane tines to mouldboard ploughs.
Journal ArticleDOI

State of the art modeling of soil–tillage interaction using discrete element method

TL;DR: The discrete element method (DEM) seems to be a promising approach for constructing a high-fidelity model to describe the soil–tillage interaction and may serve as a predictive simulation tool in the process of designing the tillage shape.
Journal ArticleDOI

Calibration of granular material parameters for DEM modelling and numerical verification by blade-granular material interaction.

TL;DR: In this paper, a calibration process was developed to determine the parameter values of the discrete element method (DEM) to determine a unique set of particle friction and particle stiffness values, which were validated experimentally and numerically by modelling a blade moving through granular material.
References
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Journal ArticleDOI

Principles and Procedures of Statistics.

Book

Theoretical Soil Mechanics

Karl Terzaghi
Journal ArticleDOI

Soil Failure with Narrow Tines

TL;DR: In this article, a force prediction model for tines of a wide range of working depth/width ratios is developed, where the soil worked by the tines is assumed to obey the Mohr-Coulomb failure criterion and a method is proposed for estimating the critical depth of a tine, the depth below which the soil failure mechanism changes.
Journal ArticleDOI

The calculation of passive pressure in two-dimensional soil failure

TL;DR: In this paper, a family of curves from which it will be possible to obtain a ready solution to most two-dimensional passive pressure problems is presented. But this is not a rigorous solution to earth pressure problems and approximate answers to specific cases are normally obtained by rather tedious methods.