期刊文献+

城市生活垃圾的应力压缩曲线及压缩参数 被引量:7

Study on the Properties of Stress Compression for Municipal Solid Waste
下载PDF
导出
摘要 对城市生活垃圾进行了现场测试和室内压缩试验,并对其压缩曲线进行了分析与对比,得到了垃圾的压缩参数:100-200 kPa压力区间的压缩系数为0.72-3.2 MPa-1,压缩模量为1.50-3.44 MPa,压缩指数为0.24-0.99。研究表明,垃圾的压缩性很大,描述生活垃圾的压缩性应以其所受的压力区间为前提,生活垃圾的压缩系数与初始孔隙比的关系具有线性关系。 The laboratory stress compression testing and in-situ testing of municipal solid waste are studied. The curve of compression of in-situ and laboratory are obtained. The compression coefficient for 100--200kPa is 0.72--3.2 MPa-1 ;The modulus of compression for 100--200 kPa is 1.50--3.44 MPa;The compression index is 0. 24--0. 99. The compressibility of municipal solid waste is very big,the relationship between compression coefficient and initial void ratio is linear for the given pressure range.
出处 《浙江理工大学学报(自然科学版)》 2008年第1期119-122,126,共5页 Journal of Zhejiang Sci-Tech University(Natural Sciences)
基金 国家自然科学基金资助项目(50778164) 浙江省教育厅重点项目(20050744)
关键词 生活垃圾 测试 应力压缩 参数 压力区间 municipal solid waste testing stress compression parameter pressure range
  • 相关文献

参考文献6

  • 1[1]Sowers G F.Foundation problem in sanitary land fills[J].Journal of Sanitary Engineering,ASCE,1968,94 (1):103-116.
  • 2[2]Sowers G F.Settlement of waste disposal fills[C].Proceeding of 8th International Conf.Soil Mechanical and Found Engineering part 2.Moscow:1973:207-210.
  • 3[4]Mohammed G,Valero S N.Geotechnical properties of municipal solid waste[J].Geotechnical Testing Journal,1995,18(2):241-251.
  • 4[5]Rao S K,Moulton L K,Seals R K.Settlement of refuse landfills[G]//Geotechnical Practice for Disposal of Solid Waste Materials.Ann Arbor.Mich.1977:574-599.
  • 5[6]Wardwell R E,Nelson J D.Settlement of sludge landfill with fiber decomposition[C].Proceeding of 10th International Conference for Soil Mechanics and Foundation Engineering.Volz Stokholm:1981:397-401.
  • 6张振营,吴世明,陈云敏.城市生活垃圾土性参数的室内试验研究[J].岩土工程学报,2000,22(1):35-39. 被引量:96

二级参考文献6

共引文献95

同被引文献48

引证文献7

二级引证文献48

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