复杂地质区大坝渗漏承压机理及其演变规律研究
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摘要
本文研发了多元信息融合的复杂地质区渗漏承压地质建模方法,并结合深圳市清林径水库渗漏承压处理工程,建立了工程区的三维地质模型,评估了库区渗漏承压条件;对比已有的承压水监测数据,开展了水库大尺度三维渗流有限元反馈模拟,获得了承压水成因及演变规律,为同类型工程渗漏承压机理研究及工程处理提供了可靠的技术支撑。
引文
[1]刘俊民.工程地质及水文地质[M].北京:中国农业出版社,2004.
[2]贾瑞红.水库生态调度的措施及其发展前景[J].水利技术监督,2011,19(05):42-44.
[3]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(03):433-454.
[4]J.Jiao.A confined groundwater zone in weathered igneous rocks and its impact on slope stability[C].International Symposium on Hydrogeology and the Environment,2000.
[5]J.Jiao,S.Nandy.Confined groundwater zone and slope instability in hillsides of weathered igneous rock in Hong Kong[J].Hong Kong Geologist,2001,7:31-37.
[6]J.Jiao,X.Wang,S.Nandy.Confined groundwater zone and slope instability in weathered igneous rocks in Hong Kong[J].Engineering Geology,2005,80(1):71-92.
[7]贺国平,刘培斌,吴琼,等.北京城区承压水水质特征及硝酸盐的同位素辨识[J].水利规划与设计,2014(03):33-37.
[8]L.Borgatti,F.Cervi,A.Corsini,et al.Hydro-mechanical mechanisms of landslide reactivation in heterogeneous rock masses of the northern Apennines(Italy)[C].Proceedings of the First North American Landslide Conference'Landslides and Society:Integrated Science,Engineering,2007.
[9]Richard E.Goodman.Methods of Geological Engineering in Discontinuous Rocks[M],West Publishing Co.,1976,320-325.
[10]Dyskin.A.V,Ger M Paanovich L.N.Model of Crack Growth in Micro cracked Rock,Int.J.Rock[Z].Mech.Min.Sci.&Geo MPaech,7(30):721-740.
[11]Reibiec M.S.Hydrofracturing of rock as a method of water,mudmand gas inrush hazards in underground coal mining[J].4th IMWA,1991.
[12]J.Jiao,X.Wang,S.Nandy.Confined groundwater zone and slope instability in weathered igneous rocks in Hong Kong[J].Engineering Geology,2005,80(1):71-92.
[13]Y.Lee,C.Cheuk,M.Bolton.Instability caused by a seepage impediment in layered fill slopes[J].Canadian Geotechnical Journal 2008,45(10):1 410-1 425.
[14]王思敬,马凤山,杜永廉.水库地区的水岩作用及其地质环境影响[J].工程地质学报,1996,4(03):1-9
[15]刘新荣,傅晏,王永新,等.水-岩相互作用对库岸边坡稳定的影响研究[J].岩土力学,2009,30(03):613-616.
[16]宋晓明.水库大坝除险加固设计及渗流分析[J].水利技术监督,2015,23(04):56-58.
[17]刘礼领.库水位升降对堆积体滑坡稳定性影响的研究[J].西部探矿工程,2011,23(02):35-39+42.
[18]钟启明,霍家平,刘若星,等.库水位骤降对非饱和现坡稳定性的影响[J].水利水电科技进展,2012,32(06):84-86.
[19]李家祥,李大普,张文泉.原始地应力与煤层底板突水的关系[J].岩石力学与工程学报,1999,18(04):419-423.
[20]张艳丽.塑性混凝土防渗墙水库坝体加固施工质量控制研究[J].水利技术监督,2017,25(01):4-6+51.
[21]高延法,李白英.受奥灰承压水威胁煤层采场底板变形破坏规律研究[J].煤炭学报,1992(02):7-9.
[22]车林源,王汇明.潮州供水枢纽坝基工程地质问题及处理[J].水利规划与设计,2013(05):50-53.
[23]曹洪,吴海峰,张挺,等.北江大堤石角堤段减压井试验分析[J].长江科学院院报,2004,21(06):53-56.
[24]孙厚才,伍碧秀,王幼麟.荆江大堤减压井物理化学淤堵试验研究[J].水文地质工程地质,1990(05):15-17.
[25]黎明中,许孝祖.复杂水文地质条件下超深基坑承压水的治理[J].建筑技术,2010,41(03):201-203.
[2]贾瑞红.水库生态调度的措施及其发展前景[J].水利技术监督,2011,19(05):42-44.
[3]黄润秋.20世纪以来中国的大型滑坡及其发生机制[J].岩石力学与工程学报,2007,26(03):433-454.
[4]J.Jiao.A confined groundwater zone in weathered igneous rocks and its impact on slope stability[C].International Symposium on Hydrogeology and the Environment,2000.
[5]J.Jiao,S.Nandy.Confined groundwater zone and slope instability in hillsides of weathered igneous rock in Hong Kong[J].Hong Kong Geologist,2001,7:31-37.
[6]J.Jiao,X.Wang,S.Nandy.Confined groundwater zone and slope instability in weathered igneous rocks in Hong Kong[J].Engineering Geology,2005,80(1):71-92.
[7]贺国平,刘培斌,吴琼,等.北京城区承压水水质特征及硝酸盐的同位素辨识[J].水利规划与设计,2014(03):33-37.
[8]L.Borgatti,F.Cervi,A.Corsini,et al.Hydro-mechanical mechanisms of landslide reactivation in heterogeneous rock masses of the northern Apennines(Italy)[C].Proceedings of the First North American Landslide Conference'Landslides and Society:Integrated Science,Engineering,2007.
[9]Richard E.Goodman.Methods of Geological Engineering in Discontinuous Rocks[M],West Publishing Co.,1976,320-325.
[10]Dyskin.A.V,Ger M Paanovich L.N.Model of Crack Growth in Micro cracked Rock,Int.J.Rock[Z].Mech.Min.Sci.&Geo MPaech,7(30):721-740.
[11]Reibiec M.S.Hydrofracturing of rock as a method of water,mudmand gas inrush hazards in underground coal mining[J].4th IMWA,1991.
[12]J.Jiao,X.Wang,S.Nandy.Confined groundwater zone and slope instability in weathered igneous rocks in Hong Kong[J].Engineering Geology,2005,80(1):71-92.
[13]Y.Lee,C.Cheuk,M.Bolton.Instability caused by a seepage impediment in layered fill slopes[J].Canadian Geotechnical Journal 2008,45(10):1 410-1 425.
[14]王思敬,马凤山,杜永廉.水库地区的水岩作用及其地质环境影响[J].工程地质学报,1996,4(03):1-9
[15]刘新荣,傅晏,王永新,等.水-岩相互作用对库岸边坡稳定的影响研究[J].岩土力学,2009,30(03):613-616.
[16]宋晓明.水库大坝除险加固设计及渗流分析[J].水利技术监督,2015,23(04):56-58.
[17]刘礼领.库水位升降对堆积体滑坡稳定性影响的研究[J].西部探矿工程,2011,23(02):35-39+42.
[18]钟启明,霍家平,刘若星,等.库水位骤降对非饱和现坡稳定性的影响[J].水利水电科技进展,2012,32(06):84-86.
[19]李家祥,李大普,张文泉.原始地应力与煤层底板突水的关系[J].岩石力学与工程学报,1999,18(04):419-423.
[20]张艳丽.塑性混凝土防渗墙水库坝体加固施工质量控制研究[J].水利技术监督,2017,25(01):4-6+51.
[21]高延法,李白英.受奥灰承压水威胁煤层采场底板变形破坏规律研究[J].煤炭学报,1992(02):7-9.
[22]车林源,王汇明.潮州供水枢纽坝基工程地质问题及处理[J].水利规划与设计,2013(05):50-53.
[23]曹洪,吴海峰,张挺,等.北江大堤石角堤段减压井试验分析[J].长江科学院院报,2004,21(06):53-56.
[24]孙厚才,伍碧秀,王幼麟.荆江大堤减压井物理化学淤堵试验研究[J].水文地质工程地质,1990(05):15-17.
[25]黎明中,许孝祖.复杂水文地质条件下超深基坑承压水的治理[J].建筑技术,2010,41(03):201-203.