Performance Evaluation of TBM Using an Improved Load Prediction Model

Excavation load prediction is of great importance for the prior design and latter performance evaluation of tunnel boring machines (TBMs). In this paper, an improved load prediction model is developed based on classical Colorado school of mines model for TBMs equipped with constant cross-sectional d...

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Main Authors: Xinghai Zhou, Guofang Gong, Yakun Zhang, Weiqiang Wu, Yuxi Chen
Format: Article
Language:English
Published: MDPI AG 2023-01-01
Series:Machines
Subjects:
Online Access:https://www.mdpi.com/2075-1702/11/2/141
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author Xinghai Zhou
Guofang Gong
Yakun Zhang
Weiqiang Wu
Yuxi Chen
author_facet Xinghai Zhou
Guofang Gong
Yakun Zhang
Weiqiang Wu
Yuxi Chen
author_sort Xinghai Zhou
collection DOAJ
description Excavation load prediction is of great importance for the prior design and latter performance evaluation of tunnel boring machines (TBMs). In this paper, an improved load prediction model is developed based on classical Colorado school of mines model for TBMs equipped with constant cross-sectional disc cutters. The typical structure and principle are introduced to predict the single cutter force, and the total cutter group load is calculated by defining the equivalent diameter and cutter spacing. Subsequently, the improved model of a more brief and acceptable type is established via summation. Some novel performance indexes, including the reformed field penetration index, torque/thrust penetration index, and specific energy are, respectively, derived in formulaic form. By field data verification in the borehole zones of two cases, the proposed model is proven to be more accurate in the total load prediction. The single-factor regression results show that the reformed field penetration index reveals the nonlinear relationship between TBM load and penetration rate, and the torque/thrust penetration index is a new TBM inherent index to evaluate the working conditions. Specific energy, used to evaluate the excavation efficiency, is positive with rock strength and proved negative with penetration rate via a normalization analysis. Finally, suggestions on the cutter group configuration against abominable stratum are discussed.
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spelling doaj.art-63e484e9084f4441926413ee96168ae32023-11-16T21:44:27ZengMDPI AGMachines2075-17022023-01-0111214110.3390/machines11020141Performance Evaluation of TBM Using an Improved Load Prediction ModelXinghai Zhou0Guofang Gong1Yakun Zhang2Weiqiang Wu3Yuxi Chen4State Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaState Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaState Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaState Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaState Key Laboratory of Fluid Power & Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaExcavation load prediction is of great importance for the prior design and latter performance evaluation of tunnel boring machines (TBMs). In this paper, an improved load prediction model is developed based on classical Colorado school of mines model for TBMs equipped with constant cross-sectional disc cutters. The typical structure and principle are introduced to predict the single cutter force, and the total cutter group load is calculated by defining the equivalent diameter and cutter spacing. Subsequently, the improved model of a more brief and acceptable type is established via summation. Some novel performance indexes, including the reformed field penetration index, torque/thrust penetration index, and specific energy are, respectively, derived in formulaic form. By field data verification in the borehole zones of two cases, the proposed model is proven to be more accurate in the total load prediction. The single-factor regression results show that the reformed field penetration index reveals the nonlinear relationship between TBM load and penetration rate, and the torque/thrust penetration index is a new TBM inherent index to evaluate the working conditions. Specific energy, used to evaluate the excavation efficiency, is positive with rock strength and proved negative with penetration rate via a normalization analysis. Finally, suggestions on the cutter group configuration against abominable stratum are discussed.https://www.mdpi.com/2075-1702/11/2/141tunnel boring machineimproved load prediction modelperformance evaluation indexTBM working conditionscutter group configuration
spellingShingle Xinghai Zhou
Guofang Gong
Yakun Zhang
Weiqiang Wu
Yuxi Chen
Performance Evaluation of TBM Using an Improved Load Prediction Model
Machines
tunnel boring machine
improved load prediction model
performance evaluation index
TBM working conditions
cutter group configuration
title Performance Evaluation of TBM Using an Improved Load Prediction Model
title_full Performance Evaluation of TBM Using an Improved Load Prediction Model
title_fullStr Performance Evaluation of TBM Using an Improved Load Prediction Model
title_full_unstemmed Performance Evaluation of TBM Using an Improved Load Prediction Model
title_short Performance Evaluation of TBM Using an Improved Load Prediction Model
title_sort performance evaluation of tbm using an improved load prediction model
topic tunnel boring machine
improved load prediction model
performance evaluation index
TBM working conditions
cutter group configuration
url https://www.mdpi.com/2075-1702/11/2/141
work_keys_str_mv AT xinghaizhou performanceevaluationoftbmusinganimprovedloadpredictionmodel
AT guofanggong performanceevaluationoftbmusinganimprovedloadpredictionmodel
AT yakunzhang performanceevaluationoftbmusinganimprovedloadpredictionmodel
AT weiqiangwu performanceevaluationoftbmusinganimprovedloadpredictionmodel
AT yuxichen performanceevaluationoftbmusinganimprovedloadpredictionmodel