2020
DOI: 10.1109/access.2020.2965214
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A Novel Method of Soil Parameter Identification and Force Prediction for Automatic Excavation

Abstract: A shortage of soil property parameters is preventing the automatic excavation system from being used in a digging operation adaptively like an operator. This study proposes a new method of soil parameter identification and digging resistance prediction that classifies the entire excavation process into three parts: penetration, cutting, and loading. A fuzzy estimation strategy is introduced into penetration to estimate the property parameters of the soil depending on the peak value and the average value of soi… Show more

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Cited by 14 publications
(10 citation statements)
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References 23 publications
(34 reference statements)
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“…A weakness in the presented study is that the validation and calibration is not based on field measurements but rely on reference simulations of relatively high resolution. Field experiments are left for future work, for example, using also the methodology in [52] for determining the soil's bulk parameters using the earthmoving equipment.…”
Section: Discussionmentioning
confidence: 99%
“…A weakness in the presented study is that the validation and calibration is not based on field measurements but rely on reference simulations of relatively high resolution. Field experiments are left for future work, for example, using also the methodology in [52] for determining the soil's bulk parameters using the earthmoving equipment.…”
Section: Discussionmentioning
confidence: 99%
“…The idea can be elaborated in compliant control schemes such as impedance or admittance control, to adjust the dynamic relationship between the end effector position and the exerting force, considering the soil contact. Overall, to achieve the effectiveness of automated earthmoving, a control strategy has to deal with soil parameter identification [61] and force prediction [62]. In this regard, the control problem considering the tool soil contact for earthmoving under volatile conditions remains open for further research in both academia and industry.…”
Section: Tool-soil Interactionmentioning
confidence: 99%
“…have been developed to predict the strength of soil resistance, modeling the trajectories of the excavator's working equipment in automatic mode [5] - [7]. The soil containing stony fractions is a type of uneven loose sedimentary material consisting mainly of stone, fine-grained soil, water and pores, which is located between the homogeneous soil and the fractured rock mass of the Quaternary period.…”
Section: нан рк сообщает что научный журнал «известия нан рк серия геологии и технических наук» был принят для индексирования в Emerging mentioning
confidence: 99%