• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Ground improvement >Engineering behaviour of expansive clays blended with cement and GGBS
【24h】

Engineering behaviour of expansive clays blended with cement and GGBS

机译：水泥与GGBS共混膨胀土的工程性能

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

This paper presents experimental data on the liquid limit (LL), plastic limit, plasticity index (PI), free swell index (FSI), optimum moisture content, maximum dry density (MDD), stress-strain behaviour and unconfined compressive strength (UCS) of an expansive clay blended with varying amounts of cement and ground granulated blast furnace slag (GGBS). Both cement and GGBS were independently added to the expansive clay up to 15% in increments of 5%. FSI, respectively, decreased from 145 to 100% and from 145 to 80% when cement and GGBS contents increased from 0 to 15%. LL and PI, respectively, decreased by 23 and 41% when cement content increased from 0 to 15%. Similarly, LL and PI, respectively, decreased by 14 and 30% when GGBS content increased from 0 to 15%. MDD increased, respectively, by 11 and 9.5% when cement content and GGBS content increased from 0 to 15%. The UCS of the cement-clay blends and the GGBS-clay blends increased with increasing additive contents. For a given additive content, UCS increased significantly with increasing curing period.
机译：本文介绍了有关液体极限（LL），塑性极限，塑性指数（PI），自由溶胀指数（FSI），最佳水分含量，最大干密度（MDD），应力应变行为和无侧限抗压强度（UCS）的实验数据）与各种数量的水泥和磨碎的高炉矿渣（GGBS）混合而成的膨胀粘土。水泥和GGBS均以5％的增量独立添加至膨胀粘土中，含量最高可达15％。当水泥和GGBS含量从0％增至15％时，FSI分别从145％降至100％和145％至80％。当水泥含量从0％增加到15％时，LL和PI分别降低了23％和41％。同样，当GGBS含量从0％增加到15％时，LL和PI分别降低14％和30％。当水泥含量和GGBS含量从0％增加到15％时，MDD分别增加11％和9.5％。水泥-粘土混合料和GGBS-粘土混合料的UCS随着添加剂含量的增加而增加。对于给定的添加剂含量，UCS随着固化时间的增加而显着增加。

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