首页> 外文期刊>Construction and Building Materials >Effect of nonpozzolanic and pozzolanic mineral admixtures on the hydration behavior of ordinary Portland cement
【24h】

Effect of nonpozzolanic and pozzolanic mineral admixtures on the hydration behavior of ordinary Portland cement

机译:非火山灰和火山灰矿物掺合料对普通硅酸盐水泥水化行为的影响

获取原文
获取原文并翻译 | 示例
           

摘要

The effects of nonpozzolanic (marble dust) and pozzolanic (rice husk ash) mineral admixtures on the hydration behavior and mechanical properties of ordinary Portland cement (OPC) have been investigated. The blending of both marble dust (20-60%) and rice husk ash (10-30%) in OPC accelerate the setting as compared to control (OPC). Marble dust addition decreases the strength of OPC and the maximum strength of 54.5 MPa has been achieved on 28 days of curing with 20% of marble dust (CM20). Addition of rice husk ash increases the strength and maximum strength of65.9MPahas been observed with 20% of RHA (CR20) blended cement. The formation of various crystalline phases and their effects on hydration behavior of mineral admixtures blended cement were examined by X-ray diffraction (XRD). The changes in microstructure of the hydrated samples were also studied using scanning electron microscope (SEM).
机译:研究了非火山灰(大理石粉)和火山灰(稻壳灰)矿物掺合料对普通硅酸盐水泥(OPC)的水化行为和力学性能的影响。与对照(OPC)相比,OPC中大理石粉尘(20-60%)和稻壳灰(10-30%)的混合可加快凝固速度。大理石粉尘的添加会降低OPC的强度,使用20%的大理石粉尘(CM20)固化28天,最大强度为54.5 MPa。加入稻壳灰可提高强度,使用20%的RHA(CR20)掺合水泥可观察到最大强度为65.9MPa。通过X射线衍射(XRD)研究了各种结晶相的形成及其对掺合水泥矿物掺合料水化行为的影响。还使用扫描电子显微镜(SEM)研究了水合样品的微观结构变化。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号