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contributor authorNing Zhang
contributor authorWeikun Zhai
contributor authorShiyang Yin
contributor authorYuheng Song
contributor authorXuguang Chen
contributor authorCaixia Guo
contributor authorYunze Ma
date accessioned2026-02-16T21:57:46Z
date available2026-02-16T21:57:46Z
date copyright2025/03/01
date issued2025
identifier otherIJGNAI.GMENG-10514.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309987
description abstractDeep-sea mining vehicles (DSMVs) generate tremendous traction and provide excellent maneuverability, making them the preferred choice for deep-sea mining. The source of this immense traction lies in the shear forces generated by the interaction between the vehicle tracks and the deep-sea soil during underwater operations. Therefore, studying soil failure patterns caused by motion trajectories is crucial for evaluating the traction performance of DSMVs. In light of that, this study adopts the discrete-element method to investigate the influence of height/spacing ratio (r) on soil failure mode, putting into consideration the relationships among r, soil failure mode, and soil thrust in the analysis. Through analysis, it can be inferred that under the condition of a relatively large track height/spacing ratio, the failure of the soil behind the track can be approximately regarded as a direct shear failure mode. As the track height/spacing ratio decreases, the failure zone of the soil behind the track will exhibit uniformly distributed inclined shear surfaces. Based on the interaction between the track grouser and the soil and the failure mode of the soil behind the track, we have developed a new calculation model for the traction force of a crawler-type mining vehicle.
publisherAmerican Society of Civil Engineers
titleStudy of the Tractive Performance of a Deep-Sea Mining Vehicle Based on the Soil Failure Mode
typeJournal Article
journal volume25
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-10514
journal fristpage04025013-1
journal lastpage04025013-16
page16
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 003
contenttypeFulltext


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