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关于“污染物运移过程的一维数值分析”的讨论 被引量:1

Discussion on "One-dimensional numerical analyses of migration processes of pollutants through a clay liner considering sorption of aquifer"
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出处 《岩土工程学报》 EI CAS CSCD 北大核心 2005年第7期853-853,共1页 Chinese Journal of Geotechnical Engineering
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参考文献9

  • 1Rowe R K, Booker J R. A finite layer technique for modeling complex landfill history[J]. Canadian Geotechnical Journal, 1995, 32:660 - 676.
  • 2Fleming I R,Rowe R K, et al.Field observation of clogging in a landfill leachate collection system[J]. Canadian Geotechnical Journal, 1999, 36.
  • 3Yong R N, Mohamed AMO, Warkentin B P. Principles of contaminant transport in soils[M]. 1992.
  • 4Du Y J, Hayashi S, Xu Y F. Some factors controlling the adsorption of potassium contaminants on clayey soils[J]. Applied Clay Science, 27(3-4).
  • 5Du Y J, Hayashi S. Effect of leachate composition on the adsorption properties of two soils[J]. ASTM, Geotechnical Testing Journal, 2004,27(4): 404 - 410.
  • 6Rowe R K, Booker J R. 1-D Pollutant migration in soils of finite depth[J].Journal of Geotechnical Engineering, ASCE, 111(4): 479 - 499.
  • 7Rowe R K. Pollutant transport through barriers[A]. Geotechnical Practice for Waste Disposal '87[C]. ASCE Special Geotechnical Publication No.13,1987, 159 - 181.
  • 8King K S, Quigley R M, Fernandez F, et al. Hydraulic conductivity and diffusion monitoring of the Keele Valley landfill liner, Maple, Ontario[J].Canadian Geotechnical Journal, 1993, 30(1): 124 - 134.
  • 9Du Y J, Hayashi S. Evaluation on the performance of a proposed soil barrier system in waste disposal site[A]. Geotechnical Engineering in Urban Construction[C]. Beijing, 2003:252 - 259.

同被引文献14

  • 1唐晓武,罗春泳,陈云敏,史成江.粘土环境岩土工程特性对填埋场衬垫防渗标准的影响[J].岩石力学与工程学报,2005,24(8):1396-1401. 被引量:20
  • 2唐晓武,史成江,林廷松,罗春泳.混合粉质粘土和疏浚土填埋场防渗垫层的环境土工特性研究[J].岩土工程学报,2005,27(6):626-631. 被引量:16
  • 3唐晓武,史成江,林廷松,罗春泳.对“混合粉质粘土和疏浚土填埋场防渗垫层的环境土工特性研究”讨论的答复[J].岩土工程学报,2005,27(11):1368-1369. 被引量:1
  • 4罗哲文.中国古代建筑[M].上海:上海古籍出版社,1990,447-451.
  • 5ROWE K,BADV K.Chloride migration through clayey silt underlain by fine sand or silt[J].Journal of Geotechnical Engineering,ASCE,1996,122(1):60-68.
  • 6ROWE K.Long term performance of contaminant barrier systems[J].45th Rankine Lecture,Geotechnique,2005,5(9):631-678.
  • 7BENSON C H.Liners and covers for waste containment,Creation of New Geo-Environment[C]//Proc 4th Kansai Int'l Geotechnical Forum,JGS Kansai Branch,2000:1-40.
  • 8BOUAZZA A,ZORNBERG J G,ADAM D.Geosynthetics in waste containment facilities-recent advances[C]//Geosynthetics-7th ICG-Delmas,Lisse,Holland:Gourc & Girard (eds) Swets & Zeitlinger,2002:445-507.
  • 9席永慧,任杰,胡中雄.污染离子在黏土介质中扩散系数的实验室测定[C]//第一届全国环境岩土工程和土工合成材料会议论文集.杭州:浙江大学出版社,2002:186-191.
  • 10EVANS J C,ADAMS T L,PRINCE M J.Metals attenuation in minerally-enhanced slurry walls[C]// Int Containment Technology Conference.Florida,USA:St Petersburg,1997:679-687.

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