| 膨胀土固化剂的研究 |
| |
| 引用本文： | 周明凯,李响,沈卫国.膨胀土固化剂的研究[J].武汉理工大学学报,2007,29(3):38-41. |
| |
| 作者姓名： | 周明凯 李响 沈卫国 |
| |
| 作者单位： | 武汉理工大学材料科学与工程学院,武汉,430070 |
| |
| 基金项目： | 教育部科学技术研究重点项目 |
| |
| 摘 要： | 以石灰为主要成分，通过掺入其它工业废渣类辅助胶凝材料，研制了一种高效膨胀土固化剂。对膨胀土固化剂的配比进行了优化，并对固化土的主要性质进行了研究。结果表明：经过配比优化后的固化剂固化膨胀土和普通的石灰固化土相比具有强度高，水稳性好，塑性和膨胀性低的特点，且固化效果良好。
|
| 关 键 词： | 膨胀土 固化剂 石灰 |
| 文章编号： | 1671-4431(2007)03-0038-04 |
| 修稿时间： | 2006年10月25 |
Research on the Stabilizer of Expansive Soil |
| |
| ZHOU Ming-kai,LI Xiang,SHEN Wei-guo.Research on the Stabilizer of Expansive Soil[J].Journal of Wuhan University of Technology,2007,29(3):38-41. |
| |
| Authors: | ZHOU Ming-kai LI Xiang SHEN Wei-guo |
| |
| Abstract: | A new type of high performance expansive soil stabilizer was prepared by adding other industry waste and supplementary cement materials into lime.Research on the optimization of formulas of expensive soil stabilizer and main properties of solidified soil were carried out in this paper.The results showed that the soil solidified by the expansive soil stabilizer with optimization formula had higher strength,better water stability,lower dilatability and plasticity than ordinary lime solidified soil,and better solidifying effective. |
| |
| Keywords: | expansive soil stabilizer lime |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
