膨润土防水毯应用进展
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摘要
在查阅膨润土防水毯相关文献的基础上,比较系统的阐述了膨润土防水毯在国内外应用现状。把膨润土防水毯的应用归纳为垃圾填埋场、地下工程、水利工程和金属尾矿四几个方面。分析了膨润土防水毯在现实工程中应用特点,对比了膨润土防水毯国内外应用的差异,指出了我国膨润土防水毯应用中存在的问题。
On the basis of consulting the literature about geosynthetic clay liner,the current application status of geosynthetic clay liner in China and abroad were systematically expounded. The application of GCL to four aspects of landfill,underground engineering,hydraulic engineering and metal tailings are summarized. The application characteristics of geosynthetic clay liner in practical engineering are analyzed. The difference of application of GCL in China and abroad is compared,and the problems existing in the application of GCL are pointed out.
On the basis of consulting the literature about geosynthetic clay liner,the current application status of geosynthetic clay liner in China and abroad were systematically expounded. The application of GCL to four aspects of landfill,underground engineering,hydraulic engineering and metal tailings are summarized. The application characteristics of geosynthetic clay liner in practical engineering are analyzed. The difference of application of GCL in China and abroad is compared,and the problems existing in the application of GCL are pointed out.
引文
[1]罗佳丽,潘福奎.膨润土防水毯防水技术概述[J].山东纺织科技,2006(2):53-56.
[2] Nye C J,Fox P J. Dynamic shear behavior of a needle-punched geosynthetic clay liner[J]. Journal of Geotechnical&Geoenvironmental Engineering,2007,133(8):973-983.
[3] Daniel D E. Hydraulic durability of geosynthetic clay liners[C]. Proceeedings of the 14th GRIConference(hot topics in geosynthetics),Las Vegas,USA,2000:118-135.
[4]《钠基膨润土防水毯》行业标准发布实施[A].防水工程与材料《会讯》第2期(总97)[C]. 2007:2.
[5]祝和权,刘继武,李海燕,等.膨润土防水毯的研制及其在垃圾填埋场中的应用[J].新型建筑材料,2004,31(1):37-39.
[6] Schubert W R. Bentonite matting in composite lining systems[C]. Geotechnical Practice for Waste Disposal. ASCE,2015:784-796.
[7]曲春珑,周卉鑫.膨润土防水毯施工技术的研究与应用[J].建筑技术,2011,42(7):590-593.
[8] Kong D J,Wu H N,Chai J C,et al. State-of-the-art review of geosynthetic clay liners[J]. Sustainability,2017,9(11):2110.
[9] Bouazza A. Geosynthetic clay liners[J]. Geotextiles&Geomembranes,2002,20(1):3-17.
[10]周春生,柴建华,史海滨,等.水质对膨润土防水毯防渗效果影响研究[J].节水灌溉,2006(6):27-30.
[11]谢世平,何顺辉,张健. GCL常见问题分析[J].长江科学院院报,2017(2):8-12+16
[12]陈彤,黄琦.新型防水产品——膨润土防水毯[J].江西建材,2005(3):23-25.
[13] Shackelford C D,Sevick G W,Eykholt G R. Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions[J]. Geotextiles&Geomembranes,2010,28(2):149-162.
[14]何克文,金宪录,高亦工,等.抗盐型膨润土防水毯在深圳地铁工程中的应用[J].新型建筑材料,2008,35(7):53-56.
[15]赵建武,张永红,张增伟.膨润土防水毯在基础底板防水工程中的应用[J].施工技术,2007(3):49-50+53.
[16]董姝娟,孙颖,孙鹏飞.现有地下水防渗材料综述[J].广东化工,2015,42(12):113-114+130.
[17]周建根,明杰.膨润土防水毯施工技术[J].施工技术,2006(10):25-26.
[18]沈承秀.新型环保防渗材料——钠基膨润土防水毯在城市生态水利工程中的应用[J].水利水电技术,2007(1):96-97.
[19]杨海荣,张平.地下工程新型防水材料构造措施研究[J].新型建筑材料,2013,40(1):66-68.
[20] Shan H Y,Yao J T. Measurement of air permeability of geosynthetic clay liners[J]. Geotextiles and Geomembranes,2000,18:251-261.
[21] Parastar F,Hejazi S M,Sheikhzadeh M,et al. A parametric study on hydraulic conductivity and self-healing properties of geotextile clay liners used in landfills[J]. Journal of Environmental Management,2017,202:29-37.
[22] Touze-Foltz N,Bannour H,Barral C,et al. A review of the performance of geosynthetics for environmental protection[J]. Geotextiles&Geomembranes,2016,44(5):656-672.
[23] Guyonnet D,Touze-Foltz N,Norotte V,et al. Performance-based indicators for controlling geosynthetic clay liners in landfill applications[J].Geotextiles&Geomembranes,2009,27(5):321-331.
[24] Lange K,Rowe R K,Jamieson H. The potential role of geosynthetic clay liners in mine water treatment systems[J]. Geotextiles&Geomembranes,2010,28(2):199-205.
[25] Gassner F. Field observation of GCL shrinkage at a site in Melbourne Australia[J]. Geotextiles&Geomembranes,2009,27(5):406-408.
[26]李彦博.云蒙山水库库区防渗工程设计[J].河南水利与南水北调,2017,45(7):54-55.
[27]鲁跃.膨润土防水毯在防水工程中的应用[A].中国建筑学会防水技术专业委员会、中国防水技术网.中国防水工程技术论坛论文集[C].中国建筑学会防水技术专业委员会、中国防水技术网,2006:3.
[28]郎佳川龙.膨润土防水毯及其在地下防水工程中的应用[J].中国建筑防水,2006(S1):123-129.
[29]游曾荣.天然钠基膨润土防水毯在地下室主体结构防水工程中的应用[J].低碳世界,2017(3):149-150.
[30]虞俊杰.苏州地铁4号线车站防水设计方案介绍[J].中国建筑防水,2011(5):27-31.
[31]张昊.北京地铁工程中的膨润土防水毯施工技术[J].市政技术,2007(6):498-500+521.
[32] Heibaum M. Geosynthetics for waterways and flood protection structures-controlling the interaction of water and soil[J]. Geotextiles&Geomembranes,2014,42(4):374-393.
[33] Maubeuge K P V,Witte J,Heibaum M. Installation and monitoring of a geosynthetic clay liner as a canal liner in a major waterway[J]. Geotextiles&Geomembranes,2000,18(2):263-271.
[34]李廷彦.新型合成材料在调蓄水池防渗设计中的应用[J].广西水利水电,2017(4):46-49.
[35]卢宏波.膨润土防水毯在大型人工湖的应用实例[J].新型建筑材料,2009,36(5):73-76.
[36]《一般工业固体废物贮存、处置场污染控制标准》等3项国家污染物控制标准修改单(征求意见稿)及编制说明[J].中国资源综合利用,2013,31(3):12.
[37] Sibrell P L,Chambers M A,Deaguero A L,et al. An innovative carbonate coprecipitation process for the removal of zinc and manganese from mining impacted waters[J]. Environmental Engineering Science,2007,24(7):881-896.
[38] Lange K,Rowe R K,Jamieson H. The potential role of geosynthetic clay liners in mine water treatment systems[J]. Geotextiles&Geomembranes,2010,28(2):199-205.
[39] Brachman R W I,Gudina S. Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner[J]. Geotextiles&Geomembranes,2008,26(6):488-497.
[40]杨柯敏.膨润土防水毯在金属矿山尾矿库防渗中的应用——以某铜矿企业尾矿库为例[J].中国非金属矿工业导刊,2016(1):59-60+63.
[2] Nye C J,Fox P J. Dynamic shear behavior of a needle-punched geosynthetic clay liner[J]. Journal of Geotechnical&Geoenvironmental Engineering,2007,133(8):973-983.
[3] Daniel D E. Hydraulic durability of geosynthetic clay liners[C]. Proceeedings of the 14th GRIConference(hot topics in geosynthetics),Las Vegas,USA,2000:118-135.
[4]《钠基膨润土防水毯》行业标准发布实施[A].防水工程与材料《会讯》第2期(总97)[C]. 2007:2.
[5]祝和权,刘继武,李海燕,等.膨润土防水毯的研制及其在垃圾填埋场中的应用[J].新型建筑材料,2004,31(1):37-39.
[6] Schubert W R. Bentonite matting in composite lining systems[C]. Geotechnical Practice for Waste Disposal. ASCE,2015:784-796.
[7]曲春珑,周卉鑫.膨润土防水毯施工技术的研究与应用[J].建筑技术,2011,42(7):590-593.
[8] Kong D J,Wu H N,Chai J C,et al. State-of-the-art review of geosynthetic clay liners[J]. Sustainability,2017,9(11):2110.
[9] Bouazza A. Geosynthetic clay liners[J]. Geotextiles&Geomembranes,2002,20(1):3-17.
[10]周春生,柴建华,史海滨,等.水质对膨润土防水毯防渗效果影响研究[J].节水灌溉,2006(6):27-30.
[11]谢世平,何顺辉,张健. GCL常见问题分析[J].长江科学院院报,2017(2):8-12+16
[12]陈彤,黄琦.新型防水产品——膨润土防水毯[J].江西建材,2005(3):23-25.
[13] Shackelford C D,Sevick G W,Eykholt G R. Hydraulic conductivity of geosynthetic clay liners to tailings impoundment solutions[J]. Geotextiles&Geomembranes,2010,28(2):149-162.
[14]何克文,金宪录,高亦工,等.抗盐型膨润土防水毯在深圳地铁工程中的应用[J].新型建筑材料,2008,35(7):53-56.
[15]赵建武,张永红,张增伟.膨润土防水毯在基础底板防水工程中的应用[J].施工技术,2007(3):49-50+53.
[16]董姝娟,孙颖,孙鹏飞.现有地下水防渗材料综述[J].广东化工,2015,42(12):113-114+130.
[17]周建根,明杰.膨润土防水毯施工技术[J].施工技术,2006(10):25-26.
[18]沈承秀.新型环保防渗材料——钠基膨润土防水毯在城市生态水利工程中的应用[J].水利水电技术,2007(1):96-97.
[19]杨海荣,张平.地下工程新型防水材料构造措施研究[J].新型建筑材料,2013,40(1):66-68.
[20] Shan H Y,Yao J T. Measurement of air permeability of geosynthetic clay liners[J]. Geotextiles and Geomembranes,2000,18:251-261.
[21] Parastar F,Hejazi S M,Sheikhzadeh M,et al. A parametric study on hydraulic conductivity and self-healing properties of geotextile clay liners used in landfills[J]. Journal of Environmental Management,2017,202:29-37.
[22] Touze-Foltz N,Bannour H,Barral C,et al. A review of the performance of geosynthetics for environmental protection[J]. Geotextiles&Geomembranes,2016,44(5):656-672.
[23] Guyonnet D,Touze-Foltz N,Norotte V,et al. Performance-based indicators for controlling geosynthetic clay liners in landfill applications[J].Geotextiles&Geomembranes,2009,27(5):321-331.
[24] Lange K,Rowe R K,Jamieson H. The potential role of geosynthetic clay liners in mine water treatment systems[J]. Geotextiles&Geomembranes,2010,28(2):199-205.
[25] Gassner F. Field observation of GCL shrinkage at a site in Melbourne Australia[J]. Geotextiles&Geomembranes,2009,27(5):406-408.
[26]李彦博.云蒙山水库库区防渗工程设计[J].河南水利与南水北调,2017,45(7):54-55.
[27]鲁跃.膨润土防水毯在防水工程中的应用[A].中国建筑学会防水技术专业委员会、中国防水技术网.中国防水工程技术论坛论文集[C].中国建筑学会防水技术专业委员会、中国防水技术网,2006:3.
[28]郎佳川龙.膨润土防水毯及其在地下防水工程中的应用[J].中国建筑防水,2006(S1):123-129.
[29]游曾荣.天然钠基膨润土防水毯在地下室主体结构防水工程中的应用[J].低碳世界,2017(3):149-150.
[30]虞俊杰.苏州地铁4号线车站防水设计方案介绍[J].中国建筑防水,2011(5):27-31.
[31]张昊.北京地铁工程中的膨润土防水毯施工技术[J].市政技术,2007(6):498-500+521.
[32] Heibaum M. Geosynthetics for waterways and flood protection structures-controlling the interaction of water and soil[J]. Geotextiles&Geomembranes,2014,42(4):374-393.
[33] Maubeuge K P V,Witte J,Heibaum M. Installation and monitoring of a geosynthetic clay liner as a canal liner in a major waterway[J]. Geotextiles&Geomembranes,2000,18(2):263-271.
[34]李廷彦.新型合成材料在调蓄水池防渗设计中的应用[J].广西水利水电,2017(4):46-49.
[35]卢宏波.膨润土防水毯在大型人工湖的应用实例[J].新型建筑材料,2009,36(5):73-76.
[36]《一般工业固体废物贮存、处置场污染控制标准》等3项国家污染物控制标准修改单(征求意见稿)及编制说明[J].中国资源综合利用,2013,31(3):12.
[37] Sibrell P L,Chambers M A,Deaguero A L,et al. An innovative carbonate coprecipitation process for the removal of zinc and manganese from mining impacted waters[J]. Environmental Engineering Science,2007,24(7):881-896.
[38] Lange K,Rowe R K,Jamieson H. The potential role of geosynthetic clay liners in mine water treatment systems[J]. Geotextiles&Geomembranes,2010,28(2):199-205.
[39] Brachman R W I,Gudina S. Geomembrane strains from coarse gravel and wrinkles in a GM/GCL composite liner[J]. Geotextiles&Geomembranes,2008,26(6):488-497.
[40]杨柯敏.膨润土防水毯在金属矿山尾矿库防渗中的应用——以某铜矿企业尾矿库为例[J].中国非金属矿工业导刊,2016(1):59-60+63.