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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 被引量:16

Geoenvironmental properties of silty soil mixed with dredged soil applied as clay liner of landfill
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摘要 充分利用疏浚土有机质含量高、吸附能力强和低透水性等特点,将其作为填埋场粘土衬垫的添加材料。等温吸附试验和扩散试验的结果表明:粉质粘土掺入疏浚土后,对金属离子的吸附能力得到增强,尤其对高价Cu2+的吸附能力显著提高,同时可以显著地降低Cu2+的扩散系数。研究表明,有机质对Cu2+的强吸附能力是Cu2+扩散系数降低的主要原因。粉质粘土掺入疏浚土后极大地提高了粘土衬垫的环境土工特性,非常适合作为填埋场粘土衬垫。 Due to the high organic content of dredged soil, its ability to adsorb various contaminants such as heavy metals warranted an investigation of its use in clay liner of landfill. A combination of silty soil with dredged soil to enhance the geoenvironmental properties was investigated by series of laboratory tests involving adsorptivity and diffusibility which were mainly cared in clay liner of landfill. It was shown that the mixed soil (dredged soil and silty clay) had much larger adsorption capacity for Cu2+ than silty clay, and its strong adsorption capacity for Cu2+ resulted in a barrier with the mixed soil having a much less diffusion coefficient than silty clay.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2005年第6期626-631,共6页 Chinese Journal of Geotechnical Engineering
基金 教育部优秀留学归国人员择优资助计划(教外司留[2003]406号) 教育部优秀青年教师资助计划(教人司[2003]355号)
关键词 粘土衬垫 填埋场 疏浚土 吸附能力 扩散系数 clay liner landfill dredged soil adsorption capacity diffusion coefficient
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参考文献21

  • 1顾欢达,陈甦.河道淤泥的流动化处理及其工程性质的试验研究[J].岩土工程学报,2002,24(1):108-111. 被引量:24
  • 2Moo-Young H K, Zimmie T. Geotechnical engineering properties of paper mill sludges for use in landfill cover[J]. ASCE Journal of Geotechnical Engineering, 1996, 122 (9):768-776. 被引量:1
  • 3Niutanen V, Korhonen J. Management of old landfills by utilizing forest and energy industry waste flows [J]. Journal of Environmental Management,2002, 65:39-47. 被引量:1
  • 4Mohan R K, Herbich J B. Reclamation of solid waste landfill by capping with dredged material [J].Journal of Hazardous Materials,1997, 53:141-164. 被引量:1
  • 5席永慧 任杰 胡中雄.污染离子在粘土介质中扩散系数的实验室测定[A]..第一届全国环境岩土工程和土工合成材料会议论文集[C].杭州:浙江大学出版社,2002.186-191. 被引量:1
  • 6Evans J C, Adams T L, Prince M J. Metals attenuation in minerally-enhanced slurry walls [A]. International Containment Technology Conferenc, Feb 9~12, St-Petersburg, Florida, USA, 1997. 679-687. 被引量:1
  • 7史成江,唐晓武,林廷松.疏浚土作为填埋场粘土垫层防渗材料的研究[J].岩石力学与工程学报,2004,23(z1):4418-4421. 被引量:3
  • 8.CJJ17-2004 生活垃圾卫生填埋技术规范[S].北京:中国建筑工业出版社,2004.. 被引量:1
  • 9Du Y J, Hayashi S, Hino T, Tanaka K. Contaminant adsorption characteristics of Kyushu regional soils[J]. Lowland Technology International,2000, 2(2): 31-41. 被引量:1
  • 10Hansen A M, Maya P. Adsorption-desorption behavious of Pb and Cd in Lake Chapala, Mexico [J].Environment International ,1997, 23(4): 554-564. 被引量:1

二级参考文献22

  • 1何宏平 郭九皋 等.蒙脱石、伊利石和高岭石对Cu^2+、Pb^2+、Zn^2+、Cd^2+、Cr^3+的吸附选择性及pH影响的实验研究[J].矿物学报,1999,19(2):115-119. 被引量:1
  • 2张文绍 王鹤年 等.配位化学及其在地质学中的应用[M].北京:地质出版社,1987.128-150. 被引量:1
  • 3三木博史.土の流动化处理工法の各种用途への利用技术[J].土木技术资料,1995,37(9):32-37. 被引量:4
  • 4胜田力,小菅宇一郎,泽口文彦.流动化埋戾し工法の适用事例-空间充填埋戾し[J].地盘工学研究发表会发表讲演集,1997,32(2-2):2455-2456. 被引量:2
  • 5大下角治.流动化处理土を用いた埋戾し工法[J].道路,1994,(636):61-64. 被引量:2
  • 6[1]Bouazza A, Zomberg J G, Adam D. Geosynthetics in waste containment facilities recent advances[A]. In: Gourc, Girard ed Geosynthetics-7th ICG-Delmas[C]. Lisse: Swets & Zeitlinger, 2002,445~507 被引量:1
  • 7[7]Du Y J, Hayashi S, Hino T, et al. Contaminant adsorption characteristics of Kyushu regional soils[J]. Lowland Technology International, 2002, 2(2): 31~41 被引量:1
  • 8[8]Hansen A M, Maya P. Adsorption-desorption behaviors of Pb and Cd in Lake Chapala, Mexico[J]. Environment International, 1997,23(4): 554~564 被引量:1
  • 9He Hongping,Environment Int,2001年,26卷,5/6期,347页 被引量:1
  • 10何宏平,矿物学报,1999年,19卷,2期,115页 被引量:1

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