Zhao Cui, Lihui Wang, Cuixia Su, Yilan Kang, Qian Zhang
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引用次数: 0
Abstract
Disc cutter wear significantly impacts the stable and safe operation of Tunnel Boring Machines (TBMs) in hard rock tunneling,
necessitating integrated analysis of its numerous related variables. This study began by examining multiple mechanisms related to disc cutter wear, comprehensively summarizing the key factors of wear mechanisms and converting them into four categories of practical engineering variables: load, yield property, relative motion distance, and hard mineral particle content. The correlation of individual variables with wear behavior was accurately assessed by controlling the stability of other variables. Especially, to account for the combined effects of operational and geological strength variables on load-type variables, the concept of dynamic cutting pressure was introduced, which showed a stronger correlation with wear behavior than that of individual variables alone. Following the principle of dimensional consistency, an integrated wear prediction
model was developed. Validation with data from another tunneling project confirmed the model's accuracy and applicability. This study provides an accurate wear prediction method utilizing readily accessible practical engineering variables during construction, thereby offering a crucial reference for determining the optimal timing for disc cutter replacement and enhancing TBM operational reliability.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.