欢迎访问《中外公路》官方网站,今天是
分享到:
吹填淤泥土的双掺固化和配比优化试验研究
作者:
作者单位:

(1.甘肃省交通规划勘察设计院股份有限公司 ,甘肃 兰州 730030;2.兰州交通大学 土木工程学院 ,甘肃 兰州 730070;3.兰州交通大学 甘肃省道路桥梁与地下工程重点实验室 ,甘肃 兰州 730070)

作者简介:

秦亮,男,大学本科,工程师.E-mail:949187883@qq.com

通讯作者:

陈志敏,男,博士,教授.E-mail:zylwdcq@163.com

中图分类号:

U414

基金项目:

国家自然科学基金资助项目(编号:11662007)


Experimental Study on Double‑Mixture Solidification and Ratio Optimization of Dredger Fill Sludge
Author:
Affiliation:

(1.Gansu Province Transportation Planning Survey & Desing Institute Co ., Ltd., Lanzhou , Gansu 730030 , China ; 2. School of Civil Engineering , Lanzhou Jiaotong University , Lanzhou , Gansu 730070 , China ; 3. Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province , Lanzhou Jiaotong University , Lanzhou , Gansu 730070 , China )

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为了研究水泥和氧化钙双掺固化改良吹填淤泥土的最优配比,该文基于正交试验开展了双掺固化土的改性分析,最后通过模糊综合评价法对各配比方案进行了量化优选。结果表明:① 同等比例掺入条件下 (掺入量 1.0%~4.0%),最优含水率与掺入量呈正线性相关,而最大干 密度呈负线性相关;非同等比例下,规律不甚明显,但是相对水泥来说,氧化钙的减水效果要优于水泥的效果;② 试样的无侧限抗压强度受水泥和氧化钙相对比例影响,等比例掺入时呈正相关,但总体上水泥在双掺固化土强度增长过程中起主要作用;③ 采用模糊综合评价法,综合考虑项目固化施工成本、抗压强度、击实特性等多种因素认为山东玉龙岛炼化项目吹填淤泥的最优配合比方案是采用 2.0%水泥+1.5%氧化钙双固化,此时试样的最优含水率为 23.3%,最大干密度为 1.68 g/cm3,无侧限抗压强度为 440 kPa。

    Abstract:

    In order to study the optimal r atio of cement and calcium oxide by double-mixture solidification for improving dredger fill sludge,the soil modification results by double-mixture solidification were analyzed based on orthogonal experiments.Finally,the fuzzy comprehensive evaluation method was used to quantitatively optimize each ratio scheme.The results show that:① Under the same addition ratio (addition amount of 1.0%?4.0%),there is a positive linear correlation between the optimal moisture content and the addition amount,and there is a negative linear correlation between the optimal moisture content and the maximum dry de nsity.Under non-equal addition ratios,the law is not obvious.However,compared to cement,the water-reducing effect of calcium oxide is better.② The unconfined compressive strength of the sample is affected by the relative ratio of cement and calcium oxide,which is positively correlated when cement and calci um oxide are added in the same amount,but in general,cement plays a major role in the strength growth of soil by double-mixture solidification.③ By taking the fuzzy comprehensive evaluation method and considering various factors such as project solidification construction cost,compressive strength,and compaction characteristics,it is believed that the optimal ratio scheme for dredger fill sludge in Shandong Yulongdao Refining and Chemical Project is 2.0% cement + 1.5% calcium oxide for double-mixture solidification.The optimal moisture content of the sample is 23.3%,and the maximum dry density is 1.68 g/cm3.The unconfined compressive strength is 440 kPa.

    参考文献
    相似文献
    引证文献
引用本文

秦亮,陈志敏,卢永飞.吹填淤泥土的双掺固化和配比优化试验研究[J].中外公路,2024,44(2):110-118.
QIN Liang, CHEN Zhimin, LU Yongfei. Experimental Study on Double‑Mixture Solidification and Ratio Optimization of Dredger Fill Sludge[J]. Journal of China and Foreign Highway,2024,44(2):110-118.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2023-11-20
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2024-05-07
  • 出版日期:
文章二维码
网站二维码
期刊公众号