Method and apparatus for on-line estimation of soil parameters during excavation

• Published in: Journal of terramechanics 2012-06, Vol.49 (3-4), p.173-181
• Main Authors: Yousefi Moghaddam, R., Kotchon, A., Lipsett, M.G.
• Format: Article
• Language: English
• Subjects: Cohesion; Estimating; Failure; Failure force; Friction; Mathematical models; Permissible error; Sand; Soil (material); Soil parameter estimation; Soil–tool interaction
• ISSN: 0022-4898; 1879-1204
• DOI: 10.1016/j.jterra.2012.05.002

► Accurate soil parameters significantly affect failure force prediction. ► Physical experiments emulated the time-varying behavior of a shovel at laboratory scale. ► Mohr-Coulomb earth pressure model is used to represent soil–tool interaction. ► Iterative Newton–Raphson method estimated parameters of non-cohesive media. ► The new method is demonstrated and validated for estimating cohesion in soils. Time-varying forces from soil–machine interactions cause stresses in the components of earthmoving machinery, which may cause damage to the machine. It is not always possible to know all the characteristics of a soil sample prior to excavation; however, by estimating necessary soil parameters, it is possible to predict the soil–machine interaction forces in a practical manner. This article presents the development of a simple apparatus and method for estimating the soil parameters from the cutting force measured by the novel bench-scale excavating tool, validation of the soil model, and comparison with other available techniques. The apparatus used to collect data of soil forces on a tool consists of an instrumented crank-slider mechanism equipped with a thin plate to fragment the soil, which is contained in a sample box. Using the Mohr-Coulomb earth pressure model to predict failure force during the interaction, two methods are used to minimize the error between the predicted and measured failure force, that allows to estimate soil parameters: First, the Newton–Raphson Method (NRM) is used to minimize the error, which allows estimation of two soil parameters (interface friction angles) on non-cohesive soil samples. Additionally, a new estimation scheme based on the NRM is presented, that uses an auxiliary equation, and allows estimation of up to three soil parameters, including interface friction angles and cohesion. Comparing the results obtained from the presented apparatus, it is confirmed that the friction angles are successfully estimated for two non-cohesive particulate materials. Additionally, it is shown that the new scheme demonstrates smaller error in estimating soil parameters for cohesive and non-cohesive soil samples than previously reported methods. The parameter estimation method is subsequently applied to determine the properties of highly cohesive oil sand, and delivers promising results.