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固化土强度特性试验研究

Experimental research of strength variation of the clay stabilized with solidified agent

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【作者】 董邑宁张青娥

【Author】 DONG YiningZHANG Qinge(Zhejiang Water Conservancy and Hydropower College,Hangzhou 310016,China)

【机构】 浙江水利水电专科学校浙江水利水电专科学校 浙江杭州 310016浙江杭州 310016

【摘要】 应用不同固化剂对加固软土的作用进行了试验,分析和讨论了固1和固2加固土在不同掺入比和龄期时强度的变化规律及应力—应变特性.从整体加固效果分析看出,固2加固土效果优于固1加固土,两种固化土的最佳掺入比在12%~15%,可在软土地基处理和实际工程中应用.

【Abstract】 According to the different solidified agent application in the civil engineering,the relationship of stressstrain and the variation of unconfined compressive strength of the clay stabilized with solidified agent in different stabilizer mixing ratio and time are studied through the laboratory experiment in this paper. The results propose that the strength of the clay stabilized with solidified agent 2 in different stabilizer mixing ratio and time is better than that of the clay stabilized with solidified agent 1 and the best mixing ratio of the clay stabilized with solidified agent 1 or 2 is 12%-15% by analyzing the experimental data. It can be used for reference to practice engineering.

【基金】 浙江省教育厅项目(JK20020322)
  • 【文献出处】 科技通报 ,Bulletin of Science and Technology , 编辑部邮箱 ,2003年06期
  • 【分类号】TU472.5
  • 【被引频次】8
  • 【下载频次】129
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