Effect of Inorganic Soil Stabilizer on Properties of Raw Soil Material

被引:0
|
作者
Hu M. [1 ]
Fu C. [1 ]
Wei L. [1 ]
Zheng J. [1 ]
机构
[1] School of Civil Engineering and Architecture, Nanchang University, Nanchang
基金
中国国家自然科学基金;
关键词
Compressive strength; Frost resistance; Inorganic non-metallic material; Inorganic soil stabilizer; Raw soil material; Softening coefficient;
D O I
10.11901/1005.3093.2016.541
中图分类号
学科分类号
摘要
The effect of inorganic soil stabilizer, as soil modifier, on the compression strength, water resistance, freeze-thaw resistance of the raw soil materials was assessed, whilst the prepared materials were characterized by means of scanning electron microscope and X-ray diffractometer. The results show that the compressive strength, softening coefficient and freeze-thaw resistance (BDR) are 8.78 MPa, 0.85 and 38.38% respectively for the raw soil material with addition of 20%~25% inorganic soil stabilizer after maintenance for 60 days, which indicates that the material has an excellent performance. The inorganic soil stabilizer reacts with SiO2 and Al2O3 in the soil to generate new products such as Ca·1.7MgO·3SiO4, 2CaO·Al2O3·SiO2 and Na2CaSiO4, in the meanwhile, α-C2S and γ-C2S within the modified admixture may react with water to produce C-S-H gel, which are the main causes responsible to the enhancement of the performance of the raw soil material. © All right reserved.
引用
收藏
页码:445 / 450
页数:5
相关论文
共 24 条
  • [1] Wang Q., Study on modification of raw soil material, (2009)
  • [2] Tian X.F., Zhang D.J., Hou H.B., Et al., Microstructure of weak soil stabilization slag cementing material, J. Chin. Ceramic Soc., 34, (2006)
  • [3] Liu Q.B., Xiang W., Zhang W.F., Et al., Experimental study of ionic soil stabilizer-improves expansive soil, Rock Soil Mechan., 30, (2009)
  • [4] Zha F.S., Liu S.Y., Du Y.J., Experiment on improvement of expansive clays with lime-fly ash, J. Southeast Univ. (Nat. Sci. Ed.), 37, (2007)
  • [5] Liu J., Shi B., Jiang H.T., Et al., Research on the stabilization treatment of clay slope topsoil by organic polymer soil stabilizer, Eng. Geol., 117, (2011)
  • [6] Jayasinghe C., Kamaladasa N., Compressive strength characteristics of cement stabilized rammed earth walls, Construct. Build. Mater., 21, (2007)
  • [7] Xu H., Zhang D.Q., Zhang X.F., Research on stabilized soil strength testing of Chang-Yu freeway, J. Jilin Univ. (Earth Sci. Ed.), 32, (2002)
  • [8] Lv Q.F., Li X.Y., Zhao Y.X., Et al., Properties of modified loess under freeze-thaw cycles, J. Central South Univ. (Sci. Technol.), 45, (2014)
  • [9] Liu J., Chu J.Y., Zhao J.B., Et al., Effect of admixures on mechanical properties of raw clay material for wall, J. Build. Mater., 13, (2010)
  • [10] Qian J.S., Wang Q., Jia X.W., Et al., Research on preparation of adobe materials with desulfurized wastes from coal-fired power plant, New Build. Mater., 36, 2, (2009)