journal6 ›› 2015, Vol. 36 ›› Issue (5): 63-67.DOI: 10.3969/j.cnki.jdxb.2015.05.014

• 土木工程 • 上一篇    下一篇

水泥-水玻璃浆液在圆砾层的扩散规律

吴有平   

  1. (中地海外中扬建设工程有限责任公司,湖南 长沙 410016)
  • 出版日期:2015-09-25 发布日期:2015-11-02
  • 作者简介:吴有平(1979—),男,湖南邵阳人,中地海外中扬建设工程有限责任公司工程师,硕士,主要从事地基处理与边坡工程研究.

Diffusion Law of Cement-Sodium Silicate Grout in Gravel Ground

 WU  You-Ping   

  1. (CGCOC Zhongyang Construction Engineering Limited Liability Company,Changsha 410016,China)
  • Online:2015-09-25 Published:2015-11-02

摘要:基于浆液在孔隙介质中的渗流方程,推导出了圆砾层中浆液流动时间、注浆量、扩散半径的计算式,并在一定的假设条件下,获得了水泥-水玻璃浆液粘度随时间变化的规律,探讨了不同注浆压力和浆液流动时间对浆液扩散半径的影响.浆液扩散半径随注浆压力的增大呈非线性增大,随浆液流动时间的增大呈非线性减小.圆砾层防渗注浆工程实例验证了圆砾层双液注浆计算式的正确性.

关键词: 水泥-水玻璃浆液, 宾汉体浆液, 圆砾层, 扩散半径

Abstract: Based on the seepage equation of the slurry in the porous media,the mathematical formulas of grouting flow time,grout amount,diffusion radius in gravel ground were derived.Under certain conditions,the grout viscosity of the cement-silicate grout change with time was obtained,the effects of grouting pressure and the time of cement-silicate grout arriving into ground on the grout diffusion radius in gravel ground were analyzed.The results indicate that the grout diffusion radius increase nonlinearly with the increase of the grouting pressure and decrease nonlinearly with the time of cement-silicate grout arriving into ground.The calculation results from mathematical formulas accord with the results of grouting engineering,which were grouted of cement-sodium silicate in gravel ground.

Key words: cement-silicate grout, Bingham grout, gravel ground, diffusion radius

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