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固废材料在黏土流动化处理中的应用与性能研究 被引量:3

Study on Application and Performance of Solid Waste Materials in Fluidized Treatment of Clay
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摘要 道路开挖回填工程中,在开挖黏土时按照一定的配合比掺加水泥和水,制备成具有流动化自密实特性的混合料作为狭小作业空间的回填材料,同时为了降低成本,利用工业固废粉煤灰和赤泥分别代替部分水泥。通过开展流动度、泌水率和无侧限抗压强度试验,分析了粉煤灰和赤泥掺量对混合料性能指标的影响规律。试验结果表明:随着粉煤灰或赤泥掺量的增加,混合料的流动度和泌水率都减小,其中粉煤灰对工作性能的影响程度大于赤泥;用粉煤灰替代水泥时,混合料强度随着粉煤灰掺量的增大而减小;用赤泥替代水泥时,当赤泥掺量为10%时,混合料的强度最大。 In the backfill project of road excavation,during excavating clay,accoring to a certain mixing ratio,cement and water were added to prepare a mixture with characteristics of fluidization and self-compaction as the backfill material of narrow working space.In the meantime,in order to reduce the cost,two types of industrial solid waste,fly ash and red mud,were used to replace part of the cement.The influence law of the content of fly ash and red mud on the performance index of the mixture was analyzed through carrying out tests of flowability,bleeding rate and compressive strength.The test results showed that the flowability and bleeding rate of the mixture decrease with the increase content of fly ash or red mud,and the effect of fly ash on the working performance of the mixture is greater than that of red mud.When using fly ash to replace cement,the strength of the mixture decreases as the content of fly ash increases.When using red mud to replace cement,the strength value of the mixture with 10%of red mud content is the highest.
作者 孔祥辉 闫振强 孙仁东 于洋 王高强 KONG Xianghui;YAN Zhenqiang;SUN Rendong;YU Yang;WANG Gaoqiang(School of Transportation Engineering,Shandong Jianzhu University,Jinan 250101,China;Shandong Shunda Building Materials Technology Co.,Ltd.,Jinan 250000,China;Beijing No.4 Municipal Construction Engineering Co.,Ltd.,Beijing 100176,China)
出处 《路基工程》 2021年第3期59-64,共6页 Subgrade Engineering
基金 中国博士后科学基金资助项目(2019M652302)。
关键词 狭小作业空间 黏土回填材料 流动化处理 自密实 性能指标 narrow working spaces clay backfill material fluidized treatment self-compaction performance index
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  • 1张土乔,王直民,黄亚东.控制性低强度材料(CLSM)在管沟回填中的应用[J].中国给水排水,2006,22(6):87-91. 被引量:10
  • 2M.C. Nataraja, Y. Nalanda. Performance of industrial by-products in controlled low-strength materials (CLSM) [J]. Waste Management 2008, 28: 1168-1181.
  • 3ACI 116R. Controlled low strength materials [R]. Detroit: American Concrete Institute, 1999.
  • 4Hubert Motzet, Herbert P?llmann. Synthesis and charac-terisation of sulfite-containing AFro phases in the system CaO-Al2O3-SO2-H2O [J]. Cement and Concrete Research 1999, 29: 1005-1011.
  • 5中华人民共和国水利部.SL237-1999土工试验规程.北京:中国水利水电出版社,1999.
  • 6American Concrete Institute. Controlled Low - Strength Materials (CLSM) [R]. ACI229, 1999.
  • 7American Concrete Institute. Cement and Concrete Terminology [ R]. ACI 116, 2000.
  • 8Adaska, W. S., Controlled Low Strength Materials [ J ]. Concrete International, 1997, 19 (4).
  • 9Bernard, R. D. , and R. S. Tansle. Laboratory Testing Program for Development of a Lean Mix Backfill Specification [ R]. Department of Housing and Urban Development, Washington, DC, 1981, 30 - 32.
  • 10Brewer, W. E. Controlled Low Strength Material- Controlled Density Fill ( CLSM - CDF) Research - Corrosion Testing [ R]. The Cincin- nati Gas & Electric Company, Cincinnati, OH. 1991.

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