首页> 外文会议>International Conference on Civil, Architectural and Hydraulic Engineering >The Effect of Sand/Cement Ratio and Cement Grade on the Compressive Strength of Foam Concrete
【24h】

The Effect of Sand/Cement Ratio and Cement Grade on the Compressive Strength of Foam Concrete

机译:砂/水泥比和水泥等级对泡沫混凝土抗压强度的影响

获取原文
获取外文期刊封面目录资料

摘要

A series of experiments have been undertaken to investigate the effects, on compressive strength, of variable sand/cement ratios and cement grade. Ten mixtures of different s/c ratios used two kinds of cement were cast and the compressive strength at different curing ages was tested. The results indicate that the compressive strength gets lower as the s/c ratio increases for both 42.5R and 32.5R cement. For the mixtures used 32.5R cement, the 28-day compressive strength is pretty low for the s/c ratios of 1.5 and 2. The specimens used 42.5R cement have higher compressive strength than those with 32.5R cement. The compressive strength decreases from 42.5R to 32.5R cement are significantly smaller for the s/c ratios of 0.5 and 1 than the other three s/c ratios.
机译:已经进行了一系列实验,以研究可变砂/水泥比和水泥等级的抗压强度的影响。将10种不同S / C比的混合物使用两种水泥被铸造,并且测试了不同固化年龄的抗压强度。结果表明,随着42.5R和32.5R水泥的S / C比增加,压缩强度会降低。对于使用32.5R水泥的混合物,对于1.5和2的S / C比率,28天的抗压强度非常低。使用42.5R水泥的样品比32.5R水泥具有更高的抗压强度。对于0.5和1的S / C比,抗压强度从42.5R降低至32.5R水泥比其他三个S / C比率显着较小。

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