Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2025, Vol. 62 Issue (2) :291-297    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Research on Prediction and Treatment of Screw Conveyor Fault in Long-distance Large-diameter EPB Shield Tunnelling in Composite Strata
(Fuzhou Metro Group Co., Ltd., Fuzhou 350009)
Download: PDF (3909KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract In long-distance large-diameter EPB shield tunnelling in composite strata, screw conveyor shaft fracture accidents can lead to severe safety and construction schedule risks. To quantitatively predict the spatial distribution characteristics of screw conveyor shaft fractures, a combined numerical simulation and statistical modeling approach was used, combining nonlinear regression algorithms and BP neural networks. A prediction model for screw conveyor shaft fracture risk was developed and tested based on actual engineering projects. The results show that: (1) The screw conveyor fault prediction model achieves high accuracy in predicting shaft fracture risks and demonstrates reliability in risk probability predictions, providing non-parametric interval estimates for risk ring numbers; (2) Measures such as using fully solid shafts or double-head solid shafts, controlling the welding quality of stressed components like cutter heads and screws, regulating the cutter head opening size, and setting reasonable torque limits for screw conveyors can reduce the risk of screw conveyor shaft fractures.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZHANG Hairong
KeywordsLarge diameter EPB shield   Long-distance tunnelling   Composite strata   Screw conveyor fault   Shaft fracture accident     
Abstract: In long-distance large-diameter EPB shield tunnelling in composite strata, screw conveyor shaft fracture accidents can lead to severe safety and construction schedule risks. To quantitatively predict the spatial distribution characteristics of screw conveyor shaft fractures, a combined numerical simulation and statistical modeling approach was used, combining nonlinear regression algorithms and BP neural networks. A prediction model for screw conveyor shaft fracture risk was developed and tested based on actual engineering projects. The results show that: (1) The screw conveyor fault prediction model achieves high accuracy in predicting shaft fracture risks and demonstrates reliability in risk probability predictions, providing non-parametric interval estimates for risk ring numbers; (2) Measures such as using fully solid shafts or double-head solid shafts, controlling the welding quality of stressed components like cutter heads and screws, regulating the cutter head opening size, and setting reasonable torque limits for screw conveyors can reduce the risk of screw conveyor shaft fractures.
KeywordsLarge diameter EPB shield,   Long-distance tunnelling,   Composite strata,   Screw conveyor fault,   Shaft fracture accident     
Cite this article:   
ZHANG Hairong .Research on Prediction and Treatment of Screw Conveyor Fault in Long-distance Large-diameter EPB Shield Tunnelling in Composite Strata[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(2): 291-297
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2025/V62/I2/291
 
No references of article
[1] CHEN Xiafei1,2 LI Bingwei1,2 ZHANG Xuemin3,5 WANG Lichuan2,3 LUO Zhiyang3 LIU Rui1,2 FU Lei4.Study on the Water Leakage and Emergency Treatment in the Foundation Pit Retaining Structure in Sandy Composite Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(2): 254-264
[2] WEI Lixin1 YANG Chunshan1 LIU Liying1 SONG Qilong2,3 SU Dong2,3.Research on the Stability of the Working Face of Large-diameter Shield Tun? nelling in Upper Hard and Lower Soft Composite Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(5): 21-28
[3] ZHU Weibin1,2,3 MI Jinsheng2,3 WANG Hui2,3,4 ZHONG Changping1,2,3.Innovation and Prospects of Shield Tunnelling Technology in Mixed Ground[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 90-104
[4] HUANG Fengyuan1 ZHANG Kangjian2 CHEN Dengkai1 ZHANG Zhiqiang2 JIA Bin1.Experimental Study on the Muck Improvement of Earth Pressure Balance Shield Tunnelling in Water-bearing Composite Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 262-269
[5] LIU Bin1 ZHAO Dongping2, 3 LI Dong3.Study on Grouting Reinforcement Range of Shield Tunnel Undercrossing Expressway in Composite Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(6): 187-196
[6] CHEN Fan1 HE Chuan1 HUANG Zhonghui2 MENG Qingjun2 LIU Chuankun1 WANG Shimin1.Study on the Adaptability and Selection of Multi-mode Tunnelling Equipment for Subway Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(3): 53-62
[7] XU Gongyun1 XU Wanghao1,2 YAO Zhigang1 FANG Yong1 LIU Sijin3.Analysis on Influence of Penetration Angle on Disc Cutter Impact Based on Three-dimensional RBD-DEM Coupling Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 77-84
[8] SONG Yang1 WANG Weiyi2 DU Chunsheng3.On Parameter Optimization for a Slurry Shield Approaching Construction under Existing Subway Tunnels in Water-Rich Pebble and Mudstone Composite Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 85-95
[9] HUANG Fei1 GAO Xin2.Study on the Structural Stability of Mined Tunnels with Double-layer Initial Supporting Arch Cover in Soil-Rock Composite Strata Based on the Arch Section Constructed by CD Method[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(1): 37-45
[10] AN Hongbin.Analysis on Calculation Methods for the Soil Chamber Pressure in Composite Strata Shield Tunnelling in Israel[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(1): 154-159
[11] SUN Jiacheng1 LIAO Shaoming1 SUN Lianyong2 MEN Yanqing2 LIU Mengbo1.Analysis of Impact Load and Vibration Response of Shield Disc Cutters in Soil-rock Composite Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(5): 167-176
[12] LI Kejin1 ZHANG Dewen1 LI Wen1,2 WEI Qingwen1 XIA Enhu1 ZHANG Daqing3.Penetration Test of Cutter in Mixed Stratum with Different Rock Strengths[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 148-155
[13] WANG Chunming1 YANG Xiuquan2.Application of Grouting Technology in Tunnelling with Mixed Sliding Masses[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 180-185
[14] LI Qiang1 GAN Penglu2.On Cutter Wearing Control Technology of the Shield Passing through Mixed Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2020,57(1): 168-174
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY