期刊文献+

生物反应器填埋场主压缩沉降的室内试验研究 被引量:1

Experimental Study of Primary Compression Settlement of Bioreactor Landfills
在线阅读 下载PDF
导出
摘要 为了评估生物反应器填埋场垃圾体的压缩特性,预测垃圾体在荷载作用下的主压缩沉降,研制了一套主压缩沉降试验仪,对生物反应器填埋场主压缩沉降的室内试验进行研究,试验分为3组平行试验同时进行,日平均沉降量小于0.1 cm即为结束,3组试验结束时的主压缩沉降量分别达到了总沉降量的68%、63%和60%.试验表明生活垃圾是具有高度压缩性的材料,主压缩沉降量与初始干密度之间存在着直接的关系,同时随着荷载的增大,压缩沉降速率有减小的趋势。 A set of primary compression settlement apparatus was designed in order to evaluate the compression characteristics of bioreactor landfill and to forecast the primary compression settlement of garbage body under load.The primary compression settlement test of landfill was conducted with this apparatus in the laboratory.Three groups of parallel tests were carried out.When daily average settlement is less than 0.1 cm,which means the test is over.At the end of the test,the primary compression settlement reached 68%,63% and 60% of a total settlement respectively.The test showed that domestic garbage is of high compressibility material.There exists the direct relation between primary compression settlement and initial dry density.Simultaneously,the compression settlement rate decreases with load increasing.
出处 《辽宁工业大学学报(自然科学版)》 2012年第5期302-305,共4页 Journal of Liaoning University of Technology(Natural Science Edition)
基金 住房城乡建设部基金项目(2010-K7-8) 辽宁工业大学教师科研启动基金项目(X201130)
关键词 生物反应器填埋场 主压缩沉降 干密度 沉降速率 bioreactor landfill primary compression settlement initial dry density compression settlement rate
  • 相关文献

参考文献7

二级参考文献48

共引文献38

同被引文献16

  • 1张振营,陈云敏.城市垃圾填埋场沉降模型的研究[J].浙江大学学报(工学版),2004,38(9):1162-1165. 被引量:18
  • 2王琪.我国城市生活垃圾处理现状及存在的问题[J].环境经济,2005(10):23-29. 被引量:50
  • 3张莲,何品晶,瞿贤,邵立明.城市生活垃圾填埋场沉降模型比较[J].环境卫生工程,2006,14(6):1-5. 被引量:6
  • 4Edil T B,Rang V J,Wue W W.Settlement of Municipal Refuse.Geotechnics of Waste Fills-Theory and Practice[A].ASTM,Philadelphia,Pa.,1990.
  • 5Ei-Fadel M,Kho R.Modeling Settlement in MSW Landfills:a Critical Review[J].Critical Reviews in Evniron Sci Technol,2000,30(3):327-361.
  • 6Sowers G F.Settlement of waste Disposal Fills.Proc.8th International Conference on Soil Mechanics and Foundation Engineering[A].Moscow,1973.
  • 7Gib R E,Lo K Y.A thero of Consolidation for Soils Exhibiting Secondary Compression[A].Acta Polytechnica Scadinavica,1961.
  • 8Olivier F.Tassement des Dechets en CSD de classⅡ:du Site au Model[J].These de doctorat universite de GrenobleⅠ,2003.
  • 9Marques A C M,Filz G M,Vilar O M.Composite compressibility model for municipal solid waste[J].Journal of Geotechnical and Geoenvironmental Engineering,2003,129(4):372-378.
  • 10孙洪军,梁力,赵丽红,王学志.城市垃圾填埋场沉降的力学模型研究[J].力学与实践,2009,31(6):53-56. 被引量:3

引证文献1

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