• 主题
高级搜索  >
历史搜索 清空历史
首页> 美国政府科技报告 >The Influence of Polymers on the Engineering Properties of Cement-Stabilized Soil.
【24h】

The Influence of Polymers on the Engineering Properties of Cement-Stabilized Soil.

机译：聚合物对水泥稳定土工程性质的影响。

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The objective of this investigation was to determine if engineering properties of soil-cement could be significantly improved by the addition of a relatively small amount of polymeric material. Three soils were used in this investigation: a lean clay classified as CL by the Unified Soil Classification System (USCS), a fat clay classified as CH by the USCS,and a uniform grade sand classified as SP by the USCS. The stabilizers used included type I portland cement and two proprietary polymers. These two polymers were selected after a deliberate screening test involving numerous polymers. Indirect tensile and unconfined compressive tests were conducted on specimens containing 4, 6,and 8percent portland cement plus 2percent polymer. Results are presented showing the effects of polymers on tensile strength,compressive strength,density,tensile modulus of elasticity,and compressive modulus of elasticity. Correlations are also presented between tensile and compressive strengths and tensile and compressive moduli of cement-treated soils. Although conclusive results cannot be determined without extensive research using other polymers and other soils,it is concluded that polymers have a tremendous effect on soil-cement,and that further research should be initiated in order that the effects of various polymers on different soil types can be more accurately defined. (Author)

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