期刊文献+

水泥土无侧限抗压强度试验 被引量:4

Unconfined compression strength test for cement-soil
下载PDF
导出
摘要 为探讨水泥含量、龄期和含水率对水泥土无侧限抗压强度的影响,分别对水泥含量为2%,4%,6%,8%和10%,龄期分别为7 d,14 d和28 d,含水率为2%,4%,6%,8%和10%水泥土试样进行无侧限抗压强度试验。结果表明,随水泥含量和龄期增大,水泥土无侧限抗压强度增大;随含水率增大,水泥土无侧限抗压强度先增大后减小,含水率约为6%时,其强度达到最大值。 In order to discuss the influence of cement content, age and moisture content on unconfined compression strength of cement-soil, lots of the unconfined compression strength tests are made under the condition of the different cement-soil samples. The cement content is respectively 2%, 4%, 6%, 8% and 10%, the age is respectively 7d, 14 d and 28 d and the moisture content is respectively 2%, 4%, 6%, 8% and 10%. The results show that, the unconfined compression strength of cement-soil increases with the cement content and the age increasing, the unconfined compression strength of cement-soil increase first and then decrease with moisture content increasing, when the moisture content is about 6%, its strength reaches its maximum.
作者 袁宝珺
出处 《东北水利水电》 2017年第3期42-44,共3页 Water Resources & Hydropower of Northeast China
关键词 水泥含量 含水率 龄期 无侧限抗压强度 cement content moisture content age unconfined compression strength
  • 相关文献

参考文献2

二级参考文献16

  • 1王朝东,陈静曦.关于水泥粉喷桩有效桩长的探讨[J].岩土力学,1996,17(3):43-47. 被引量:38
  • 2R. J. Zhang,A. M. Santoso,T. S. Tan,K. K. Phoon.Strength of High Water-Content Marine Clay Stabilized by Low Amount of Cement[J]. Journal of Geotechnical and Geoenvironmental Engineering . 2013 (12)
  • 3Sara Rios,António Viana da Fonseca,Béatrice Anne Baudet.Effect of the Porosity/Cement Ratio on the Compression of Cemented Soil[J]. Journal of Geotechnical and Geoenvironmental Engineering . 2012 (11)
  • 4American Society for Testing and Materials.Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166-06 . 2006
  • 5Horpibulsuk, Suksun,Miura, Norihiko,Nagaraj, T.S.Clay-water/cement ratio identity for cement admixed soft clays. Journal of Geotechnical and Geoenvironmental Engineering . 2005
  • 6Horpibulsuk, S.,Miura, N.,Nagaraj, T.S.Assessment of strength development in cement-admixed high water content clays with Abrams’ law as a basis. Geotechnique . 2003
  • 7Lorenzo, Glen A.,Bergado, Dennes T.Fundamental characteristics of cement-admixed clay in deep mixing. Journal of Materials . 2006
  • 8Jongpradist, Pornkasem,Youwai, Sompote,Jaturapitakkul, Chai.Effective void ratio for assessing the mechanical properties of cement-clay admixtures at high water content. Journal of Geotechnical and Geoenvironmental Engineering . 2011
  • 9Consoli, Nilo Cesar,Foppa, Diego,Festugato, Lucas,Heineck, Karla Salvagni.Key parameters for strength control of artificially cemented soils. Journal of Geotechnical and Geoenvironmental Engineering . 2007
  • 10Consoli N.C.,Cruz R.C.,Floss M.F.,Festugato L.Parameters controlling tensile and compressive strength of artificially cemented sand. Journal of Geotechnical and Geoenvironmental Engineering . 2010

共引文献184

同被引文献30

引证文献4

二级引证文献6

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