期刊文献+

GCL复合垂直柔性防渗墙在垃圾填埋场应用及施工工艺探讨 被引量:5

Discussion on the application and construction technology of GCL composite vertical flexible cut-off wall in landfill site
下载PDF
导出
摘要 水泥—膨润土作为柔性防渗墙墙体材料,在欧美国家已经得到广泛应用。近几年来我国在一些垃圾填埋场、危险废弃物处置中心等工程项目也引进了该项技术,但是水泥—膨润土和GCL防水毯(钠基膨润土防水毯)复合体作为垂直防渗墙的研究及应用国内比较少见,通过定远县炉桥镇垃圾填埋场GCL复合垂直柔性防渗墙工程的施工,探讨该技术的施工工艺。 As a flexible diaphragm wall material,cement bentonite had been widely used in Europe and America.In recent years,this technology had been introduced into some landfills,hazardous waste disposal centers and other projects in China.However,the research and application of cement bentonite and GCL waterproof blanket(sodium bentonite waterproof blanket)composite as vertical flexible cut-off wall were relatively rare in China.Through the construction of GCL composite vertical flexible cutoff wall in the landfill site of Fuqiao Town,Dingyuan County,the construction technology was discussed.
作者 芦业磊 姚达 王金鹏 LU Yelei;YAO Da;WANG Jinpeng(Jiangsu Engineering Surveying Institute Co.,Ltd,Yangzhou 225000,Jiangsu;Jiangsu Hongji Water Source Technology Co.,Ltd.,Yangzhou 225000,Jiangsu Province)
出处 《江苏水利》 2019年第3期52-55,共4页 Jiangsu Water Resources
基金 江苏水利科技项目(2016004)
关键词 水泥-膨润土防渗墙 钠基膨润土防水毯 垂直柔性防渗墙 GCL防水毯 cement bentonite cut-off wall sodium bentonite waterproof blanket vertical flexible cut-off wall GCL waterproof blanket
  • 相关文献

参考文献2

二级参考文献8

  • 1何俊.膨润土水化膨胀行为简化计算[J].河海大学学报(自然科学版),2006,34(3):299-301. 被引量:8
  • 2[1]HEWITT R D,DANIEL D E. Hydraulic conductivity of Geosynthetic Clay Liners after Freeze-Thaw[J]. Geotechnical and Geoenvironmental Engineering, 1997,127(4):305-313.
  • 3[2]KRAUS J F, BENSON C H, CHARMBERLAIN E J. Freeze -Thaw cycling and hydraulic conductivity of Bentonitic barriers[J]. Geotechnical and Geoenvironmental Engineering, 1997, 127(3): 229-238.
  • 4[3]DANIEL D E, KOERNER R M, BONAPARTE R, et al. Slope stability of Geosynthetic Clay Liner test plots[J]. Geotechnical and Geoenvironmental Engineering, 1998, 124(7), 628-637.
  • 5[4]DANIEL D E, SHAN H Y. Results of direct shear tests on hydrated bentonitic blankets[R]. Texas: Geotechnical Engineering Ctr., The Univ. of Texas at Austin, 1991.
  • 6[5]SHAN H T. Stability of final covers placed on slopes containing GCL[D].Tex.: Univ. of Texas, Austin, 1993.
  • 7[6]FOX P J, ROWLAND M G, SCHEITHE J R. Internal shear strength of three GCLs[J]. Geotechnical and Geoenvironmental Engineering, 1998, 124(10): 933-944.
  • 8郑勇亚.膨润土防水毯应用若干问题探讨[J].中国建筑防水,2011(21):4-7. 被引量:8

共引文献13

同被引文献33

引证文献5

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部