核电站建设及其岩土工程综述
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摘要
综述了国内外已建、在建和拟建核电站的信息、特点,以及核电站建设中有关岩土工程的地质勘察、岩土基础、隧道及边坡等施工、水泥基灌浆与锚固、监测技术。综述结果表明:①核电是一种安全、清洁、经济的能源,核燃料资源可供长期使用,已被越来越多的国家所认同;②中国核电站建设蓬勃发展,其使用核技术逐渐与国外先进核电技术同步;③核电站建设所涉及的岩土工程勘测、施工、监测与灌浆加固处理等配套齐全,环境保护凸显。
The information and characteristics of nuclear power plants which are either built,under construction,or planned to be built are presented,and the corresponding geotechnical engineering techniques,inclusive of geological survey,geotechnical foundation,tunnel and slope construction,cement grouting,anchoring and monitoring are presented.It's shown that nuclear power has been widely acknowledged in the world as it is safe,clean,economical,and long-lasting.China has experienced a boom of nuclear power plant construction with its technology gradually keeping up with that of advanced countries.Nuclear power plant construction in China involves comprehensive efforts including geotechnical engineering survey,construction,monitoring,and grouting reinforcement,and attaches great importance on environmental protection.
The information and characteristics of nuclear power plants which are either built,under construction,or planned to be built are presented,and the corresponding geotechnical engineering techniques,inclusive of geological survey,geotechnical foundation,tunnel and slope construction,cement grouting,anchoring and monitoring are presented.It's shown that nuclear power has been widely acknowledged in the world as it is safe,clean,economical,and long-lasting.China has experienced a boom of nuclear power plant construction with its technology gradually keeping up with that of advanced countries.Nuclear power plant construction in China involves comprehensive efforts including geotechnical engineering survey,construction,monitoring,and grouting reinforcement,and attaches great importance on environmental protection.
引文
[1]邓有平,王荣明,李坚.江西某核电站选址地质灾害研究及防治对策[J].资源调查与环境,2008,29(1):61-68.(DENG You-ping,WANG Rong-ming,LI Jian.Research and Countermeasure of Prevention and Cure ofGeological Disasters Appearing in Selecting Location for aCertain Nuclear Power Station in Jiangxi[J].ResourcesSurvey&Environment,2008,29(1):61-68.(in Chi-nese))
[2]马海毅.核电厂工程勘测的若干地质问题[J].电力勘测,2001,(1):38-41.(MA Hai-yi.Some GeologicalQuestions about Investigation in Nuclear Power Station[J].Electric Power Investigation,2001,(1):38-41.(in Chinese))
[3]王德民.辽宁核电站选址和地震地质工作的经验[J].核电工程与技术,1990,3(1):42-46.(WANG De-min.Experience on Siting Nuclear Power Plant in High Earth-quake Intensity Area[J].Nuclear Power Engineering&Technology,1990,3(1):42-46.(in Chinese))
[4]吕涛,杨球玉,耿学勇,等.岩石坚硬程度对核电站地基-基础地震响应特征的影响分析[J].岩土力学,2010,31(4):1319-1325.(LV Tao,YANG Qiu-yu,GENG Xue-yong,et al.Study of Influence of Rock Hard-ness on Characteristic of Seismic Response of Bedrock-Foundation of Nuclear Power Plants[J].Rock and SoilMechanics,2010,31(4):1319-1325.(in Chinese))
[5]石振明,王友权.某核电工程岩体地基均匀性评价[J].水文地质工程地质,2010,37(3):59-62.(SHIZhen-ming,WANG You-quan.Evaluation for the RockFoundation Homogeneousness of on Nuclear Power Engi-neering[J].Hydrogeology&Engineering Geology,2010,37(3):59-62.(in Chinese))
[6]李付安.红沿河核电站核岛负挖施工技术[J].爆破,2009,26(4):41-44.(LI Fu-an.Blasting ExcavationTechnology of Nuclear Island Foundation in HongyanheNuclear Power Station[J].Blasting,2009,26(4):41-44.(in Chinese))
[7]陆凡东,方向,范磊,等.核电站机组基坑负挖爆破振动测试分析[J].工程爆破,2010,16(1):32-34.(LU Fan-dong,FANG Xiang,FAN Lei,et al.Test A-nalysis of Blasting Vibration from Foundation Excavationof Nuclear Power Station Units[J].Engineering Blasting,2010,16(1):32-34.(in Chinese))
[8]夏祥,李海波,李俊如,等.岭澳核电站二期工程基岩爆破安全阀值分析[J],岩土力学,2008,29(11):2945-2951,2956.(XIA Xiang,LI Hai-bo,LI Jun-ru,etal.Research on Vibration Safety Threshold for Rock Un-der Blasting Excavation[J].Rock and Soil Mechanics,2008,29(11):2945-2951,2956.(in Chinese))
[9]傅倬,方向,郭涛,等.田湾核电二期深孔台阶爆破振动监测与分析[J].工程爆破,2008,14(3):74-75,56.(FU Zhou,FANG Xiang,GUO Tao,et al.Mo-nitoring and Analysis on Vibration of Bench Long HoleBlasting in Phase Two Construction of Tianwan NuclearPower Station[J].Engineering Blasting,2008,14(3):74-75,56.(in Chinese))
[10]邓怀中.深孔梯段爆破在阳江核电站厂工程的应用[J].爆破,2007,(1):30-32,35.(DENG Huai-zhong.Application of Deep Hole Blasting in Yangjiang Plant[J].Blasting,2007,(1):30-32,35.(in Chinese))
[11]温尊礼,韩文红,徐全军.核电设施附近基坑开挖爆破振动控制方法初探[J].工程爆破,2007,(3):82-84,81.(WEN Zun-li,HAN Wen-hong,XU Quan-jun.Rough Investigation of Control of Blasting Vibration fromExcavation of Foundation Pit Near Nuclear Power Plant[J].Engineering Blasting,2007,(3):82-84,81.(inChinese))
[12]王晓伟.群堆核电站爆破施工监测系统及其应用[J].武汉大学学报:工学版,2007,40(增1):312-315.(WANG Xiao-wei.Analysis of Blasting Monitoring Sys-tem for Nuclear Power Station with a Group of Reactorsand Its Application[J].Engineering Journal of Wuhan U-niversity,2007,40(Sup.1):312-315.(in Chinese))
[13]任国龙.三门核电循环水泵房基坑开挖对支护体系的爆破振动控制[J].工程爆破,2010,16(1):44-46.(REN Guo-long.Blasting Vibration Control of FoundationPit Excavation on Supporting System of Sanmen NuclearPower Circulating Water Pump House[J].EngineeringBlasting,2010,16(1):44-46.(in Chinese))
[14]胡远志.爆破挤淤技术在核电项目中的应用及安全分析[J].工程爆破,2010,16(1):29-31.(HU Yuan-zhi.Application of Blasting Toe-shooting Method and Its SafetyAnalysis in Nuclear Power Project[J].Engineering Blas-ting,2010,16(1):29-31.(in Chinese))
[15]马明泽,陶钧,王惠良.秦山核电厂的老化及寿期管理[J].中国核电,2010,(2):130-141.(MA Ming-zeTAO Jun,WANG Hui-liang.Aging and Lifetime Man-agement in Nuclear Power Plant[J].China Nuclear Pow-er,2010,(2):130-141.(in Chinese))
[16]夏祥,李海波,张大岩,等.红沿河核电站基岩爆破的控制标准[J].爆炸与冲击.2010,30(1):27-32.(XIA Xiang,LI Hai-bo,ZHANG Da-yan,et al.SafetyThreshold of Blasting-induced rock vibration for Hongyan-he Nuclear Power Plant[J].Explosion and ShockWaves,2010,30(1):27-32.(in Chinese))
[17]代志宏,盛湘衡,李正顺,等.防城港核电厂复杂沉积岩地基稳定性评价[J].电力勘测设计,2009,(6):61-64.(DAI Zhi-hong,SHENG Xiang-heng,LI Zheng-shun,et al.The Stability Evaluation of the Complex Sed-imentary Foundation in Fangchengang Nuclear PowerPlant[J].Electric Power Survey&Design,2009,(6):61-64.(in Chinese))
[18]程家文,高霈生.田湾核电站软土深基坑支护设计研究[J].中国水利水电科学研究院学报,2003,1(2):123-126,133.(CHENG Jia-wen,GAO Pei-sheng.Re-search and Design of Shoring up the Deep Foundation Pitin Soft Soil in TNPP Project[J].Journal of China Institu-te of Water Resources and Hydropower Research,2003,1(2):123-126,133.(in Chinese))
[19]赵同新.三门核电站泵房深基坑支护工程的设计和研究[J].岩土工程界,2009,12(2):37-41.(ZHAOTong-xin.Design and Research of Deep Foundation PitExcavation on Supporting System for Sanmen NuclearPower Station Water Pump House[J].Geotechnical En-gineering World,2009,12(2):37-41.(in Chinese))
[20]FITCH J E,YOUNG P H.Use and Effect of Explosivesin California Water[J].Calif Fish Game,1948,34(2):53-57.
[21]赵杰,王桂萱,裴强,等.某核电厂取水隧洞不同设计方案抗震性能分析[J].防灾减灾学报,2010,26(1):31-35.(ZHAO Jie,WANG Gui-xuan,PEI Qiang,et al.Seismic Analysis of Nuclear Power Project for In-take Tunnel Under Different Design Scheme[J].Journalof Disaster Prevention and Reduction,2010,26(1):31-35.(in Chinese))
[22]Itasca Consulting Group Inc.FLA-3D(Fast LagrangianAnalysis of Continua in 3 Dimensions),Version 3.00,User Manual[R].USA:Itasca Consulting Group Inc,2006.
[23]钱伏华,王开华,方辉煌,等.田湾核电站水泥基灌浆料试验与应用[J].中国核电,2009,2(3):224-229.(QIAN Fu-hua,WANG Kai-hua,FANG Hui-huang,etal.Experiment and Application of Cement-based GroupMaterial in Tianwan NPP[J].China Nuclear Power,2009,2(3):224-229.(in Chinese))
[24]吴波,周庆文.帷幕灌浆在核电站海工建筑物中的应用[J].港工技术,2008,(6):45-46.(WU Bo,ZHOUQing-wen.Application of Impervious Grout Curtain in theMarine Structure of the Nuclear Power Station[J].PortEngineering Technology,2008,(6):45-46.(in Chi-nese))
[25]马青海.核电站工程测量中的形变监测[J].核电工程与技术,1992,5(4):62-65.(MA Qing-hai.The De-formation Monitoring in Daya Bay NPS Engineering Meas-urement[J].Nuclear Power Engineering&Technology,1992,5(4):62-65.(in Chinese))
[26]张晓峰,田新珊,黄彦君,等.内陆核电厂对水库环境的影响——咸宁核电厂为例[J].湖泊科学,2010,22(2):181-188.(ZHANG Xiao-feng,TIAN Xin-shan,HUANG Yan-jun,et al.Impact of Inland Nuclear PowerPlant on Reservoir Environment:A Case on Xianning Nu-clear Power Plant[J].Journal of Lake Sciences,2010,22(2):181-188.(in Chinese))
[2]马海毅.核电厂工程勘测的若干地质问题[J].电力勘测,2001,(1):38-41.(MA Hai-yi.Some GeologicalQuestions about Investigation in Nuclear Power Station[J].Electric Power Investigation,2001,(1):38-41.(in Chinese))
[3]王德民.辽宁核电站选址和地震地质工作的经验[J].核电工程与技术,1990,3(1):42-46.(WANG De-min.Experience on Siting Nuclear Power Plant in High Earth-quake Intensity Area[J].Nuclear Power Engineering&Technology,1990,3(1):42-46.(in Chinese))
[4]吕涛,杨球玉,耿学勇,等.岩石坚硬程度对核电站地基-基础地震响应特征的影响分析[J].岩土力学,2010,31(4):1319-1325.(LV Tao,YANG Qiu-yu,GENG Xue-yong,et al.Study of Influence of Rock Hard-ness on Characteristic of Seismic Response of Bedrock-Foundation of Nuclear Power Plants[J].Rock and SoilMechanics,2010,31(4):1319-1325.(in Chinese))
[5]石振明,王友权.某核电工程岩体地基均匀性评价[J].水文地质工程地质,2010,37(3):59-62.(SHIZhen-ming,WANG You-quan.Evaluation for the RockFoundation Homogeneousness of on Nuclear Power Engi-neering[J].Hydrogeology&Engineering Geology,2010,37(3):59-62.(in Chinese))
[6]李付安.红沿河核电站核岛负挖施工技术[J].爆破,2009,26(4):41-44.(LI Fu-an.Blasting ExcavationTechnology of Nuclear Island Foundation in HongyanheNuclear Power Station[J].Blasting,2009,26(4):41-44.(in Chinese))
[7]陆凡东,方向,范磊,等.核电站机组基坑负挖爆破振动测试分析[J].工程爆破,2010,16(1):32-34.(LU Fan-dong,FANG Xiang,FAN Lei,et al.Test A-nalysis of Blasting Vibration from Foundation Excavationof Nuclear Power Station Units[J].Engineering Blasting,2010,16(1):32-34.(in Chinese))
[8]夏祥,李海波,李俊如,等.岭澳核电站二期工程基岩爆破安全阀值分析[J],岩土力学,2008,29(11):2945-2951,2956.(XIA Xiang,LI Hai-bo,LI Jun-ru,etal.Research on Vibration Safety Threshold for Rock Un-der Blasting Excavation[J].Rock and Soil Mechanics,2008,29(11):2945-2951,2956.(in Chinese))
[9]傅倬,方向,郭涛,等.田湾核电二期深孔台阶爆破振动监测与分析[J].工程爆破,2008,14(3):74-75,56.(FU Zhou,FANG Xiang,GUO Tao,et al.Mo-nitoring and Analysis on Vibration of Bench Long HoleBlasting in Phase Two Construction of Tianwan NuclearPower Station[J].Engineering Blasting,2008,14(3):74-75,56.(in Chinese))
[10]邓怀中.深孔梯段爆破在阳江核电站厂工程的应用[J].爆破,2007,(1):30-32,35.(DENG Huai-zhong.Application of Deep Hole Blasting in Yangjiang Plant[J].Blasting,2007,(1):30-32,35.(in Chinese))
[11]温尊礼,韩文红,徐全军.核电设施附近基坑开挖爆破振动控制方法初探[J].工程爆破,2007,(3):82-84,81.(WEN Zun-li,HAN Wen-hong,XU Quan-jun.Rough Investigation of Control of Blasting Vibration fromExcavation of Foundation Pit Near Nuclear Power Plant[J].Engineering Blasting,2007,(3):82-84,81.(inChinese))
[12]王晓伟.群堆核电站爆破施工监测系统及其应用[J].武汉大学学报:工学版,2007,40(增1):312-315.(WANG Xiao-wei.Analysis of Blasting Monitoring Sys-tem for Nuclear Power Station with a Group of Reactorsand Its Application[J].Engineering Journal of Wuhan U-niversity,2007,40(Sup.1):312-315.(in Chinese))
[13]任国龙.三门核电循环水泵房基坑开挖对支护体系的爆破振动控制[J].工程爆破,2010,16(1):44-46.(REN Guo-long.Blasting Vibration Control of FoundationPit Excavation on Supporting System of Sanmen NuclearPower Circulating Water Pump House[J].EngineeringBlasting,2010,16(1):44-46.(in Chinese))
[14]胡远志.爆破挤淤技术在核电项目中的应用及安全分析[J].工程爆破,2010,16(1):29-31.(HU Yuan-zhi.Application of Blasting Toe-shooting Method and Its SafetyAnalysis in Nuclear Power Project[J].Engineering Blas-ting,2010,16(1):29-31.(in Chinese))
[15]马明泽,陶钧,王惠良.秦山核电厂的老化及寿期管理[J].中国核电,2010,(2):130-141.(MA Ming-zeTAO Jun,WANG Hui-liang.Aging and Lifetime Man-agement in Nuclear Power Plant[J].China Nuclear Pow-er,2010,(2):130-141.(in Chinese))
[16]夏祥,李海波,张大岩,等.红沿河核电站基岩爆破的控制标准[J].爆炸与冲击.2010,30(1):27-32.(XIA Xiang,LI Hai-bo,ZHANG Da-yan,et al.SafetyThreshold of Blasting-induced rock vibration for Hongyan-he Nuclear Power Plant[J].Explosion and ShockWaves,2010,30(1):27-32.(in Chinese))
[17]代志宏,盛湘衡,李正顺,等.防城港核电厂复杂沉积岩地基稳定性评价[J].电力勘测设计,2009,(6):61-64.(DAI Zhi-hong,SHENG Xiang-heng,LI Zheng-shun,et al.The Stability Evaluation of the Complex Sed-imentary Foundation in Fangchengang Nuclear PowerPlant[J].Electric Power Survey&Design,2009,(6):61-64.(in Chinese))
[18]程家文,高霈生.田湾核电站软土深基坑支护设计研究[J].中国水利水电科学研究院学报,2003,1(2):123-126,133.(CHENG Jia-wen,GAO Pei-sheng.Re-search and Design of Shoring up the Deep Foundation Pitin Soft Soil in TNPP Project[J].Journal of China Institu-te of Water Resources and Hydropower Research,2003,1(2):123-126,133.(in Chinese))
[19]赵同新.三门核电站泵房深基坑支护工程的设计和研究[J].岩土工程界,2009,12(2):37-41.(ZHAOTong-xin.Design and Research of Deep Foundation PitExcavation on Supporting System for Sanmen NuclearPower Station Water Pump House[J].Geotechnical En-gineering World,2009,12(2):37-41.(in Chinese))
[20]FITCH J E,YOUNG P H.Use and Effect of Explosivesin California Water[J].Calif Fish Game,1948,34(2):53-57.
[21]赵杰,王桂萱,裴强,等.某核电厂取水隧洞不同设计方案抗震性能分析[J].防灾减灾学报,2010,26(1):31-35.(ZHAO Jie,WANG Gui-xuan,PEI Qiang,et al.Seismic Analysis of Nuclear Power Project for In-take Tunnel Under Different Design Scheme[J].Journalof Disaster Prevention and Reduction,2010,26(1):31-35.(in Chinese))
[22]Itasca Consulting Group Inc.FLA-3D(Fast LagrangianAnalysis of Continua in 3 Dimensions),Version 3.00,User Manual[R].USA:Itasca Consulting Group Inc,2006.
[23]钱伏华,王开华,方辉煌,等.田湾核电站水泥基灌浆料试验与应用[J].中国核电,2009,2(3):224-229.(QIAN Fu-hua,WANG Kai-hua,FANG Hui-huang,etal.Experiment and Application of Cement-based GroupMaterial in Tianwan NPP[J].China Nuclear Power,2009,2(3):224-229.(in Chinese))
[24]吴波,周庆文.帷幕灌浆在核电站海工建筑物中的应用[J].港工技术,2008,(6):45-46.(WU Bo,ZHOUQing-wen.Application of Impervious Grout Curtain in theMarine Structure of the Nuclear Power Station[J].PortEngineering Technology,2008,(6):45-46.(in Chi-nese))
[25]马青海.核电站工程测量中的形变监测[J].核电工程与技术,1992,5(4):62-65.(MA Qing-hai.The De-formation Monitoring in Daya Bay NPS Engineering Meas-urement[J].Nuclear Power Engineering&Technology,1992,5(4):62-65.(in Chinese))
[26]张晓峰,田新珊,黄彦君,等.内陆核电厂对水库环境的影响——咸宁核电厂为例[J].湖泊科学,2010,22(2):181-188.(ZHANG Xiao-feng,TIAN Xin-shan,HUANG Yan-jun,et al.Impact of Inland Nuclear PowerPlant on Reservoir Environment:A Case on Xianning Nu-clear Power Plant[J].Journal of Lake Sciences,2010,22(2):181-188.(in Chinese))
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