Drainage design combining drain holes and pinholes for tunnel boring machine segments subject to high water pressure
Balance of the groundwater and ecology is crucial for controlled discharge. However, regarding the segments of tunnel boring machines (TBMs) under high water pressure, the stability of the lining structure is often reduced by excessive drain holes required to achieve this balance. The large discharg...
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| Published in | Frontiers of Structural and Civil Engineering Vol. 17; no. 11; pp. 1723 - 1738 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Beijing
Higher Education Press
01.11.2023
Springer Nature B.V |
| Subjects | |
| Online Access | Get full text |
| ISSN | 2095-2430 2095-2449 |
| DOI | 10.1007/s11709-023-0948-z |
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| Abstract | Balance of the groundwater and ecology is crucial for controlled discharge. However, regarding the segments of tunnel boring machines (TBMs) under high water pressure, the stability of the lining structure is often reduced by excessive drain holes required to achieve this balance. The large discharge of pinholes can easily have severe consequences, such as the lowering of the groundwater table, drying of springs, and vegetation wilting. Thus, in this study, according to the fluid-structure coupling theory, a new drainage design for TBM segments was developed by considering a mountain tunnel subject to a high water pressure as a case study. The evolution characteristics, including the external water pressure of the lining, discharge volume of the segment, and groundwater-table drawdown, were investigated via numerical modeling with drain holes and pinholes. The results indicated that the optimal design parameters of drainage segments for the project case were as follows: a circumferential spacing angle and longitudinal number on one side of a single ring of 51° and 2, respectively, for the drain holes and an inclination angle and length of 46.41° and 0.25 times the grouting thickness, respectively, for the pin holes. |
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| AbstractList | Balance of the groundwater and ecology is crucial for controlled discharge. However, regarding the segments of tunnel boring machines (TBMs) under high water pressure, the stability of the lining structure is often reduced by excessive drain holes required to achieve this balance. The large discharge of pinholes can easily have severe consequences, such as the lowering of the groundwater table, drying of springs, and vegetation wilting. Thus, in this study, according to the fluid-structure coupling theory, a new drainage design for TBM segments was developed by considering a mountain tunnel subject to a high water pressure as a case study. The evolution characteristics, including the external water pressure of the lining, discharge volume of the segment, and groundwater-table drawdown, were investigated via numerical modeling with drain holes and pinholes. The results indicated that the optimal design parameters of drainage segments for the project case were as follows: a circumferential spacing angle and longitudinal number on one side of a single ring of 51° and 2, respectively, for the drain holes and an inclination angle and length of 46.41° and 0.25 times the grouting thickness, respectively, for the pin holes. |
| Author | Zeng, Zisheng Liu, Yuchuan Lu, Yao Huang, Ming Du, Guangzhao Chen, Zhijie |
| Author_xml | – sequence: 1 givenname: Yao surname: Lu fullname: Lu, Yao organization: College of Civil Engineering, Fuzhou University – sequence: 2 givenname: Ming surname: Huang fullname: Huang, Ming email: huangming05@fzu.edu.cn organization: College of Civil Engineering, Fuzhou University – sequence: 3 givenname: Zhijie surname: Chen fullname: Chen, Zhijie organization: College of Civil Engineering, Fuzhou University – sequence: 4 givenname: Zisheng surname: Zeng fullname: Zeng, Zisheng organization: College of Civil Engineering, Fuzhou University – sequence: 5 givenname: Yuchuan surname: Liu fullname: Liu, Yuchuan organization: College of Civil Engineering, Fuzhou University – sequence: 6 givenname: Guangzhao surname: Du fullname: Du, Guangzhao organization: Urban Rail Branch, China Railway 11th Bureau Group Co., Ltd |
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| Keywords | pinhole high water pressure drain hole groundwater table drawdown TBM segment |
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Limit drainage of separated tunnel based on ecological groundwater table: A case study. Advances in Civil Engineering, 2021: 2669924 AalianvariAKatibehHSharifzadehMApplication of fuzzy Delphi AHP method for the estimation and classification of Ghomrud tunnel from groundwater flow hazardArabian Journal of Geosciences20125227528410.1007/s12517-010-0172-8 LiP FWangFLongY YZhaoXInvestigation of steady water inflow into a subsea grouted tunnelTunnelling and Underground Space Technology2018809210210.1016/j.tust.2018.06.003 GB 50164-2011. Chinese Standard for Quality Control of Concrete. Beijing: China Architecture Publishing & Media Co., Ltd., 2011, 9–10 ChengPZhaoL HLiLZouJ FLuoWLimiting drainage criterion for groundwater of mountain tunnelJournal of Central South University201421124660466810.1007/s11771-014-2474-6 ChengPZhaoL HLuoZ BLiLLiQDengXPengW QAnalytical solution for the limiting drainage of a mountain tunnel based on area-well theoryTunnelling and Underground Space Technology201984223010.1016/j.tust.2018.10.014 XuZ HWangW YLinPNieL CWuJLiZ MHard-rock TBM jamming subject to adverse geological conditions: Influencing factor, hazard mode and a case study of Gaoligongshan TunnelTunnelling and Underground Space Technology202110810368310.1016/j.tust.2020.103683 ShinH SYounD JChaeS EShinJ HEffective control of pore water pressures on tunnel linings using pin-hole drain methodTunnelling and Underground Space Technology200924555556110.1016/j.tust.2009.02.006 WangG FWuY XLuL HLiGShenJ SInvestigation of the geological and hydrogeological environment with relation to metro system construction in Jinan, ChinaBulletin of Engineering Geology and the Environment20197821005102410.1007/s10064-017-1140-2 LiL YYangJ SWangL CWangS YFangX HXieY PCause analysis and treatment measures of the inverted arch heaving disease of a high-speed railway tunnel under heavy rainfallModern Tunnelling Technology20215812736 ZhaoT CHanT RWuGGaoYLuYEffects of grouting in reducing excessive tunnel lining deformation: Field experiment and numerical modelling using material point methodTunnelling and Underground Space Technology202111610411410.1016/j.tust.2021.104114 ArnauOMolinsCTheoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loadsTunnelling and Underground Space Technology20154938439910.1016/j.tust.2015.05.012 ZhouZZhangJ JGongC JAutomatic detection method of tunnel lining multi-defects via an enhanced You Only Look Once v4 networkComputer-Aided Civil and Infrastructure Engineering202237676278010.1111/mice.12836 LeeSMoonJ SExcessive groundwater inflow during TBM tunneling in limestone formationTunnelling and Underground Space Technology20209610321710.1016/j.tust.2019.103217 ChenSPengH YYangCChenB LChenL C Iof the impacts of tunnel excavation on karst groundwater and dependent geo-environment using hydrological observation and numerical simulation: A case from karst anticline mountains of southeastern Sichuan Basin, ChinaEnvironmental Science and Pollution Research International20212830402034021610.1007/s11356-021-13919-1 GongC JWangY YPengY CDingW QLeiM FDaZShiC HThree-dimensional coupled hydromechanical analysis of localized joint leakage in segmental tunnel liningsTunnelling and Underground Space Technology202213010472610.1016/j.tust.2022.104726 ColomboLGattinoniPScesiLStochastic modelling of groundwater flow for hazard assessment along the underground infrastructures in Milan (northern Italy)Tunnelling and Underground Space Technology20187911012010.1016/j.tust.2018.05.007 YanQ XMaT TChenFStudy of influence of water discharge volume on lining external loads for discharge segment liningRock and Soil Mechanics201132411081112 KimD RKimH JShinJ HPerformance evaluation of pin-holed pipe anchor for fractured zone in subsea tunnelMarine Georesources and Geotechnology201735676977910.1080/1064119X.2016.1240274 WangS CJiangXBaiYThe influence of hand hole on the ultimate strength and crack pattern of shield tunnel segment joints by scaled model testFrontiers of Structural and Civil Engineering20191351200121310.1007/s11709-019-0546-2 ZhangZ JZengC PLiHGaoYGongLLiY XLiangH FZhangE ZOptimal design of the seepage control for Xianglushan diversion tunnel under high external water pressureGeotechnical and Geological Engineering20224094595461510.1007/s10706-022-02173-y Liu J, Liu D, Song K. Evaluation of the influence caused by tunnel construction on groundwater environment: A case study of tongluoshan tunnel, China. 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| References_xml | – reference: WangS CJiangXBaiYThe influence of hand hole on the ultimate strength and crack pattern of shield tunnel segment joints by scaled model testFrontiers of Structural and Civil Engineering20191351200121310.1007/s11709-019-0546-2 – reference: LiuBWangY XZhaoG ZYangBWangR RHuangD XXiangBIntelligent decision method for main control parameters of tunnel boring machine based on multi-objective optimization of excavation efficiency and costTunnelling and Underground Space Technology202111610405410.1016/j.tust.2021.104054 – reference: ArnauOMolinsCTheoretical and numerical analysis of the three-dimensional response of segmental tunnel linings subjected to localized loadsTunnelling and Underground Space Technology20154938439910.1016/j.tust.2015.05.012 – reference: XuZ HWangW YLinPNieL CWuJLiZ MHard-rock TBM jamming subject to adverse geological conditions: Influencing factor, hazard mode and a case study of Gaoligongshan TunnelTunnelling and Underground Space Technology202110810368310.1016/j.tust.2020.103683 – reference: ChengPZhaoL HLuoZ BLiLLiQDengXPengW QAnalytical solution for the limiting drainage of a mountain tunnel based on area-well theoryTunnelling and Underground Space Technology201984223010.1016/j.tust.2018.10.014 – reference: ZhouZZhangJ JGongC JAutomatic detection method of tunnel lining multi-defects via an enhanced You Only Look Once v4 networkComputer-Aided Civil and Infrastructure Engineering202237676278010.1111/mice.12836 – reference: AalianvariAKatibehHSharifzadehMApplication of fuzzy Delphi AHP method for the estimation and classification of Ghomrud tunnel from groundwater flow hazardArabian Journal of Geosciences20125227528410.1007/s12517-010-0172-8 – reference: YanQ XChengXZhengJHeCAnalysis on fluid-structure interaction of drainage segment lining under different drainage schemesJournal of the China Railway Society201234695100 – reference: ZhangZ JZengC PLiHGaoYGongLLiY XLiangH FZhangE ZOptimal design of the seepage control for Xianglushan diversion tunnel under high external water pressureGeotechnical and Geological Engineering20224094595461510.1007/s10706-022-02173-y – reference: KimD RKimH JShinJ HPerformance evaluation of pin-holed pipe anchor for fractured zone in subsea tunnelMarine Georesources and Geotechnology201735676977910.1080/1064119X.2016.1240274 – reference: ColomboLGattinoniPScesiLStochastic modelling of groundwater flow for hazard assessment along the underground infrastructures in Milan (northern Italy)Tunnelling and Underground Space Technology20187911012010.1016/j.tust.2018.05.007 – reference: Yu J Y, Ge S S, Hou L C, Zhang Y T, Liu Y Z. Limit drainage of separated tunnel based on ecological groundwater table: A case study. Advances in Civil Engineering, 2021: 2669924 – reference: ChengPZhaoL HLiLZouJ FLuoWLimiting drainage criterion for groundwater of mountain tunnelJournal of Central South University201421124660466810.1007/s11771-014-2474-6 – reference: GB 50164-2011. Chinese Standard for Quality Control of Concrete. 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Evaluation of the influence caused by tunnel construction on groundwater environment: A case study of tongluoshan tunnel, China. 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| Snippet | Balance of the groundwater and ecology is crucial for controlled discharge. However, regarding the segments of tunnel boring machines (TBMs) under high water... |
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| SubjectTerms | Boring machines Cities Civil Engineering Countries Design Design parameters Discharge Drainage Drawdown Drilling & boring machinery Engineering External pressure Groundwater Groundwater levels Inclination angle Mountain tunnels Numerical models Pinholes Regions Research Article Segments Tunnel construction Water pressure Water springs Water table Wilting |
| Title | Drainage design combining drain holes and pinholes for tunnel boring machine segments subject to high water pressure |
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