期刊文献+

水泥复合土的抗压强度试验研究 被引量:4

Experimental Study on Compressive Strength of Cement Mixed Soil
下载PDF
导出
摘要 为了改善水泥土力学特性,设计了水泥复合土的配合比。采取正交试验方法,进行了水泥复合土的抗压强度试验,并通过极差分析和方差分析,研究了水泥掺量、膨润土掺量和粉煤灰掺量对水泥土抗压强度的影响大小和变化规律,建立了水泥复合土抗压强度随水泥掺量、膨润土掺量和粉煤灰掺量变化的回归方程。研究结果表明,随着水泥掺量的增加,水泥复合土的抗压强度逐渐增大;随着膨润土掺量的增加其抗压强度逐渐降低;对于粉煤灰掺量,其抗压强度在20%处达到最大。通过方差分析可知,水泥掺量对水泥复合土抗压强度的影响最大,其次为粉煤灰掺量的影响,膨润土掺量的影响最小。 In order to improve the property of cement soil in engineering,the proportion of cement mixed soil and experiments compressive strength test on cement mixed soil through orthogonal experiment were designd,and discussed the effects of cement content,bentonite content and fly ash content and change rules of cement mixed soil on mechanical behaviors of permeability cement mixed soil,establish the curve regression equation about the compressive strength of cement mixed soil varying with cement content,bentonite content and fly ash content through the poor analysis and variance analysis. The study results show that with the increase of cement content,compressive strength of cement mixed soil increased gradually; with the increase of bentonite content,the compressive strength of cement mixed soil gradually reduced; for fly ash content,the compressive strength of cement mixed soil reached the maximum at 20%. Through the analysis of variance shows that the cement content on compressive strength of cement mixed soil; followed by the influence of dosage of fly ash,the influence of the dosage of bentonite is minimal.
出处 《科学技术与工程》 北大核心 2015年第30期180-184,共5页 Science Technology and Engineering
基金 国家自然科学基金项目(51279109)资助
关键词 水泥复合土 正交试验 抗压强度 水泥掺量 膨润土掺量 粉煤灰掺量 cement mixed soil orthogonal experiment compressive strength cement content bentonite content fly ash content
  • 相关文献

参考文献9

  • 1陈四利,宁宝宽.岩土材料的环境效应.北京:冶金工业出版社,2010;1-69.
  • 2许贤敏,路凡.水泥土的性能及其在国外的应用[J].公路,2005,50(5):117-124. 被引量:20
  • 3Consoli N C, da Fonseca A V, Silva S R, Cruz R C, Fonini A. Parameters controlling stiffness and strength of artificially cemented soils. Geotechnique, 2012, 62(2): 177-183.
  • 4Consoli N C, De Moraes R R, Festugato L. Parameters controlling tensile and compressive strength of fiber-reinforced cemented soil. Journal of Materials in Civil Engineering,2013, 25(10):1568-1573.
  • 5Chen Sili, Dong Kai-he, Yu Tao, Shi Jianjun, Huang Jie, Zhang Jingyu, Experimental study on infiltration time effects of mechanical behaviors of cement soil, International Journal of Applied Mathematics and Statistics, 2013, 50(20):302-309.
  • 6Taheri, A, Sasaki Y, Tatsuoka F, Watanabe K. Strength and deformation characteristics of cement-mixed gravelly soil in multiple-step triaxial compression. Soils and Foundations, 2012, 2: 126-145.
  • 7Seng S, Tanaka H. Properties of cement-treated soils during initial curing stages. Soils and Foundations, 2011, 10: 775-784.
  • 8陈四利,史建军,于涛,黄杰.冻融循环对水泥土力学特性的影响[J].应用基础与工程科学学报,2014,22(2):343-349. 被引量:65
  • 9徐海波,席文勇.水泥土渗透特性与强度特性研究综述[J].水利水电技术,2011,42(8):13-16. 被引量:14

二级参考文献30

共引文献90

同被引文献43

引证文献4

二级引证文献9

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