| 掺高炉水渣膨胀土的室内改良试验研究 |
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| 引用本文： | 孙树林,唐俊,郑青海,张淦钰,周立国,尚文涛. 掺高炉水渣膨胀土的室内改良试验研究[J]. 岩土力学, 2012, 33(7): 1940-1944 |
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| 作者姓名： | 孙树林 唐俊 郑青海 张淦钰 周立国 尚文涛 |
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| 作者单位： | 1.河海大学 水文水资源与水利工程科学国家重点实验室，南京 210098；2.河海大学 地球科学与工程学院，南京 210098； 3.安徽省交通规划设计研究院，合肥 230088；4.中水顾问集团中南勘察设计研究院，长沙 410014； 5.安徽省电力设计院，合肥 230601；6.河海大学 土木工程与交通学院，南京 210098 |
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| 基金项目： | 教育部留学回国人员科研启动基金(教外司留[2007]1108);河海大学水文水资源与水利工程科学国家重点实验室开放研究基金项目(No.2005408911);江苏省环保科研基金项目(No.201029) |
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| 摘 要： | 通过掺入10%～20%不同量的高炉水渣来改性膨胀土，对素土及其掺高炉水渣改性土的基本物理力学性质、胀缩特性进行试验对比研究，确定改性效果。试验结果表明，高炉水渣可以大幅降低膨胀土的自由膨胀率、液限和塑性指数，同时改善膨胀土的颗粒级配、强度特性。改性后的膨胀土黏粒减少，粉粒增多，干密度随含水率变化较小，水稳性提高。这说明了高炉水渣对膨胀土具有很好的改性效果。
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| 关 键 词： | 高炉水渣 膨胀土 物理性质 胀缩特性 力学特性 |
| 收稿时间： | 2011-03-28 |
Experimental study of expansive soil improved with granulated blast furnace slag(GBFS) |
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| SUN Shu-lin , TANG Jun , ZHENG Qing-hai , ZHANG Gan-yu , ZHOU Li-guo , SHANG Wen-tao. Experimental study of expansive soil improved with granulated blast furnace slag(GBFS)[J]. Rock and Soil Mechanics, 2012, 33(7): 1940-1944 |
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| Authors: | SUN Shu-lin TANG Jun ZHENG Qing-hai ZHANG Gan-yu ZHOU Li-guo SHANG Wen-tao |
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| Affiliation: | 1.State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering,Hohai University,Nanjing 210098,China; 2.Department of Earth Science and Engineering,Hohai University,Nanjing 210098,China; 3.Anhui Communications Consulting & Design Institute,Hefei 230088,China; 4.Hydrochina Zhongnan Engineering Corporation,Changsha 410014,China; 5.Anhui Electric Power Design Institute,Hefei 230601,China; 6.Department of Civil and Transportation Engineering,Hohai University,Nanjing 210098,China) |
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| Abstract: | Granulated blast furnace slag(GBFS) is utilized to overcome or to limit the expansion of an expansive soil sample.GBFS is added to sample in proportions of 10%-20% by weight.The test studies of swelling-shrinkage and basic physico-mechanical characteristics of soil samples are taken,so as to determine the improvement effects.Compared with unmodified sample,the free swelling ratio,liquid limit and plastic index decrease obviously;and the particle size gradation,strength characteristics and hydrated properties of the treated expansive soil are improved by a wide range.After improvement,clay content decreases,while silt content increases.The change of dry density with water content decreases and the hydrated property of modified soil is enhanced.It is shown that adding GBFS can successfully improve the expansive soil. |
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| Keywords: | GBFS expansive soil physical properties swelling-shrinkage characteristics mechanical characteristics |
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