隧道涌水预测方法及防治对策研究
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摘要
隧道涌水是在隧道建设、运行过程中最为常见的一种工程事故,对于隧道的安全稳定和周边生态环境会产生较大的危害。本文对隧道涌水机理、隧道涌水量预测方法和隧道涌水的防治对策进行研究,认为岩溶地区水文地质条件和隧道开挖、爆破、钻孔等施工活动影响是导致隧道涌水的关键因素。根据地下水运动规律特征,涌水量的预测应采用地下水动力学法,建立计算模型进行推导计算,采取引排方案、泄水洞方案、堆积体加固堵水、绕避方案、注浆堵水等防治措施,从而达到防治的最佳效果。
Tunnel water influx is one of the most common engineering accidents in tunnel construction and operation.It has a great harm to the safety and stability of the tunnel and the surrounding ecological environment.This paper studies the mechanism of tunnel water gushing,the tunnel water gushing forecasting method and the tunnel gushing water prevention and control measures.It is considered that the hydrogeological conditions in karst area and the tunnel excavation,blasting,drilling and other construction activities are the key factors leading to gushing water.According to the law of groundwater movement,the prediction of gushing water should be based on the groundwater dynamic method,and the calculation model should be established for calculation and deduction.The schemes such as drainage scheme,drainage hole scheme,reservoir consolidation and water blocking,bypass scheme,grouting and water blocking Measures,so as to achieve the best effect of prevention and treatment.
Tunnel water influx is one of the most common engineering accidents in tunnel construction and operation.It has a great harm to the safety and stability of the tunnel and the surrounding ecological environment.This paper studies the mechanism of tunnel water gushing,the tunnel water gushing forecasting method and the tunnel gushing water prevention and control measures.It is considered that the hydrogeological conditions in karst area and the tunnel excavation,blasting,drilling and other construction activities are the key factors leading to gushing water.According to the law of groundwater movement,the prediction of gushing water should be based on the groundwater dynamic method,and the calculation model should be established for calculation and deduction.The schemes such as drainage scheme,drainage hole scheme,reservoir consolidation and water blocking,bypass scheme,grouting and water blocking Measures,so as to achieve the best effect of prevention and treatment.
引文
[1]罗玉虎,李丹,刘亮,等.摩天岭隧道涌水原因分析及处治措施[J].地下空间与工程学报.2011.7(02):408-412.
[2]zojer H.The Effects of Tunnelling on Nature Resource,Felsbau1997.15(2):104-107.
[3]J.Gisbert.Pulido-Bosch.Environmenat and hydrogeological problems in karstic terrains crossed by tunnels:a case study[J].Environ Geol,2009.
[4]李利平.高风险岩溶隧道突水灾变演化机理及其应用研究[D].山东大学.2009.
[5]王国斌.沪蓉西高速公路乌池坝岩溶隧道涌水成灾机理研究[D].中国地质大学.2012.
[6]孙臣生.天河山隧道大量涌水原因分析及对策研究[J].地下空间与工程学报.2017.13(S1):453-458.
[7]梁金宝.齐岳山隧道涌水机理及其防治技术[J].建筑技术开发.2016.(08):87-89+108.
[8]Ya Zun Wu,Jun Wei Wan.The Forecasting of Tunnel Water Inflow in Bare Karst Area[J].Advanced Materials Research,2015.3696(1065).
[9]顾博渊,史宝童,黄嫚.山岭隧道涌水量预测方法分类及相关因素分析[J].隧道建设.2015.35(12):1258-1263.
[10]左文喆,王斌海,程紫华,等.矿井涌水量预测方法综述[J].化工矿物与加工.2016.45(09):71-74.
[11]王玉蕊.基于解析法的岩溶隧道涌水量计算改进探析[D].成都理工大学.2015.
[12]Kyung-Ho Park Adisorn Owatsirwong.Analytical solution for steady-state ground water into a drained circular tunnel in a semi-infinite aquifer:A revist[J].Tunnneling and Underground Space Technology,2008.23.
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[14]王芃.数值法预测隧道涌水量及工程措施效果量化评估研究[D].西南交通大学.2008.
[15]王晃,朱荣胜,杨彪.隧道工程涌水量预测方法[J].土工基础.2010.24(01):73-75.
[16]刘建.岩溶隧道地下水环境负效应评价体系研究[D].西南交通大学.2011.
[17]刘建,刘丹.基于时间序列模型的隧道涌水量反演与预测[J].水文地质工程地质.2009.(6):6-9.
[18]雷波,漆泰岳,王睿,等.长大山岭隧道涌水量的BP神经网络时间序列预测模型[J].铁道建筑.2014.(6):82-84.
[19]王东.灰色控制理论在隧道涌水预测中的应用探讨[J].铁道勘察.2010.(2):47-49.
[20]J.Xa,Y.Wang,Z.H.Sun,Relevant analogy grey prediction on discharge of immerged tunnel,Chinese Journal of Underground Space and Engineering.2006.(2)1387-1390.
[21]郭佳奇.岩溶隧道防突厚度及突水机制研究[D].北京交通大学.2011.
[22]刘招伟,何满潮,王树仁.圆梁山隧道岩溶突水机理及防治对策研究[J].岩土力学.2006.(02):228-232+246.
[23]王博煊,周嘉,吴松.浅谈隧道涌水处理的原则及其应对措施[J].中国标准化.2017.(08):243.
[24]郭佳奇,李宏飞,徐子龙.岩溶区隧道突水灾害防治原则及治理对策[J].中国地质灾害与防治学报.2014.25(03):56-61+78.
[25]赵慧钢.浅析水泥水玻璃双液浆在隧道中的应用[J].科技创新与应用.2013.(28):192.
[26]刘钦,李术才,李煜航,等.龙潭隧道F2断层处涌水突泥机理及治理研究[J].地下空间与工程学报.2013.9(06):1419-1426.
[27]张梅,张民庆,朱鹏飞,等.高压富水充填溶腔释能降压技术[J].中国工程科学.2009.11(12):13-19.
[28]张旭辉.长距离大坡度强涌水斜井反坡排水技术[J].铁道建筑.2017.57(10):74-77.
[29]白国权.花椒箐隧道涌水突泥综合处治[J].公路.2016.61(02):230-234.
[30]李术才,石少帅,李利平,等.三峡库区典型岩溶隧道突涌水灾害防治与应用[J].岩石力学与工程学报.2014.33(09):1887
[31]S.C.Li,J.Wu,Z.H.X u et al.Numerical analysis of water flow characteristics after inrushing from the tunnel floor in process of karst tunnel excavation[J].Geomechanics and Engineering,2016.10(4):471-526.
[2]zojer H.The Effects of Tunnelling on Nature Resource,Felsbau1997.15(2):104-107.
[3]J.Gisbert.Pulido-Bosch.Environmenat and hydrogeological problems in karstic terrains crossed by tunnels:a case study[J].Environ Geol,2009.
[4]李利平.高风险岩溶隧道突水灾变演化机理及其应用研究[D].山东大学.2009.
[5]王国斌.沪蓉西高速公路乌池坝岩溶隧道涌水成灾机理研究[D].中国地质大学.2012.
[6]孙臣生.天河山隧道大量涌水原因分析及对策研究[J].地下空间与工程学报.2017.13(S1):453-458.
[7]梁金宝.齐岳山隧道涌水机理及其防治技术[J].建筑技术开发.2016.(08):87-89+108.
[8]Ya Zun Wu,Jun Wei Wan.The Forecasting of Tunnel Water Inflow in Bare Karst Area[J].Advanced Materials Research,2015.3696(1065).
[9]顾博渊,史宝童,黄嫚.山岭隧道涌水量预测方法分类及相关因素分析[J].隧道建设.2015.35(12):1258-1263.
[10]左文喆,王斌海,程紫华,等.矿井涌水量预测方法综述[J].化工矿物与加工.2016.45(09):71-74.
[11]王玉蕊.基于解析法的岩溶隧道涌水量计算改进探析[D].成都理工大学.2015.
[12]Kyung-Ho Park Adisorn Owatsirwong.Analytical solution for steady-state ground water into a drained circular tunnel in a semi-infinite aquifer:A revist[J].Tunnneling and Underground Space Technology,2008.23.
[13]李亮经,马广海,田佳辉,等.坎上铁矿水文地质特征及涌水量预测[J].水文地质工程地质.2009.36(06):37-41.
[14]王芃.数值法预测隧道涌水量及工程措施效果量化评估研究[D].西南交通大学.2008.
[15]王晃,朱荣胜,杨彪.隧道工程涌水量预测方法[J].土工基础.2010.24(01):73-75.
[16]刘建.岩溶隧道地下水环境负效应评价体系研究[D].西南交通大学.2011.
[17]刘建,刘丹.基于时间序列模型的隧道涌水量反演与预测[J].水文地质工程地质.2009.(6):6-9.
[18]雷波,漆泰岳,王睿,等.长大山岭隧道涌水量的BP神经网络时间序列预测模型[J].铁道建筑.2014.(6):82-84.
[19]王东.灰色控制理论在隧道涌水预测中的应用探讨[J].铁道勘察.2010.(2):47-49.
[20]J.Xa,Y.Wang,Z.H.Sun,Relevant analogy grey prediction on discharge of immerged tunnel,Chinese Journal of Underground Space and Engineering.2006.(2)1387-1390.
[21]郭佳奇.岩溶隧道防突厚度及突水机制研究[D].北京交通大学.2011.
[22]刘招伟,何满潮,王树仁.圆梁山隧道岩溶突水机理及防治对策研究[J].岩土力学.2006.(02):228-232+246.
[23]王博煊,周嘉,吴松.浅谈隧道涌水处理的原则及其应对措施[J].中国标准化.2017.(08):243.
[24]郭佳奇,李宏飞,徐子龙.岩溶区隧道突水灾害防治原则及治理对策[J].中国地质灾害与防治学报.2014.25(03):56-61+78.
[25]赵慧钢.浅析水泥水玻璃双液浆在隧道中的应用[J].科技创新与应用.2013.(28):192.
[26]刘钦,李术才,李煜航,等.龙潭隧道F2断层处涌水突泥机理及治理研究[J].地下空间与工程学报.2013.9(06):1419-1426.
[27]张梅,张民庆,朱鹏飞,等.高压富水充填溶腔释能降压技术[J].中国工程科学.2009.11(12):13-19.
[28]张旭辉.长距离大坡度强涌水斜井反坡排水技术[J].铁道建筑.2017.57(10):74-77.
[29]白国权.花椒箐隧道涌水突泥综合处治[J].公路.2016.61(02):230-234.
[30]李术才,石少帅,李利平,等.三峡库区典型岩溶隧道突涌水灾害防治与应用[J].岩石力学与工程学报.2014.33(09):1887
[31]S.C.Li,J.Wu,Z.H.X u et al.Numerical analysis of water flow characteristics after inrushing from the tunnel floor in process of karst tunnel excavation[J].Geomechanics and Engineering,2016.10(4):471-526.