液限

  • 网络liquid limit;w L
液限液限
  1. 联合测定法及滚搓法下的细粒土塑限与液限关系及比较

    Contrast between Plastic Limit and Liquid Limit of Fine Grained Soil by Combined Method and Thread-rolling Method

  2. 结果表明,中膨胀土经CMA改性后,其自由膨胀率由改性前的71%下降到20%左右,液限和塑性指数也显著降低,亲水能力大幅度下降;

    Compared with unmodified sample , the free swelling ratio of the modified samples lowers from 71 % to about 20 % ; its liquid limit and plastic index also decrease obviously ;

  3. 用NCS固化剂处理高液限粘土填土路基

    Treatment the embankment filling base of high water-level clay with NCS Curing Agent

  4. 尝试利用Bayes方法统计和分析土性参数,给出北京地区界限土的统计液限值。

    Trying to use Bayes method to calculate and analyse soil characteristic parameters , the statistic liquid limit values of regional soil in Beijing are given .

  5. 基于长期稳定性的考虑,比较了振动压实和静力压实的CBR值,提出了考虑CBR值的低液限粉土的压实标准。

    Based on the long-term stability of the roadbed , we compare the CBR value of the two methods and put forwards the compaction considering the CBR value of the silty soil .

  6. 试验结果表明,CMA改性土的工程特性与石灰改性土具有相似的规律性:改性后自由膨胀率、液限、塑性指数和胶粒含量显著降低;

    The test result indicates that the engineering property of CMA-treated soil possesses the similar regularity with the soil modified with lime . Compared with unmodified soils , the free swelling ratio , liquid limit , plastic index and clay fraction decrease obviously .

  7. NaOH溶液侵蚀的土样,随着溶液浓度增加,土样的质量、比重、液限、塑限、塑性指数、压缩系数a1-2均有增加,孔隙比降低。

    As the solution concentration increases , its parameters such as mass , specific gravity of soil particles , liquid limit , plastic limit , plasticity index , coefficient of compressibility a1-2 have increased , void has decreased , when the soil samples eroded by NaOH .

  8. 高液限土路堤的填筑与压实研究

    Study on Filling and Compacting of High Liquid Limit Clay Embankment

  9. 高液限粘土微结构分析与强度机理的研究

    Micro Structural Analysis and Strength Study about High Liquid Limit Clay

  10. 高液限土的处治方案

    Treatment Measures of High Liquid Limit Soil in Mao Zhan Expressway

  11. 稳定低液限粉土路面底基层的施工研究

    Study on Construction of the Stabilized Low-Liquid-Limit Silt Soil Road Subbase

  12. 高液限粘土填筑路堤的施工对策

    Countermeasures for filling Road Dyke Construction with high liquid limit clay

  13. 高液限砂质土在高等级公路上的应用

    Application of High Liquid Limit Sandy Soil on Hgh Grade Highway

  14. 土的液限塑限联合测定法的改进

    Improvement on the Combined Determination Method of Atterberg Limits of Soils

  15. 浅谈公路低液限粉土路基施工技术

    On construction technology of low liquid limit silt roadbed of highway

  16. 高液限土路基施工方法及处理措施

    Construction method and treatment measure of high liquid limit soil foundation

  17. 高液限粘土填筑高速公路路基的研究

    Experiment Research on Filling Super Highway Bed with High Liquid Clay

  18. 低液限粉质粘土改良方法初探

    Elementary Discussion on Improved Method of Cohesive Soil with Low Liquid

  19. 高液限土在路基填筑的应用

    The Application of High Liquid Limit Soil in the Subgrade Filling

  20. 改良后的高液限粘土在高速公路施工中的应用

    Application of Ameliorated High Liquid Clay in Construction of Expressway

  21. 普惠高速公路高液限土处治及利用

    Treatments and Applications of High-Liquid Limit Soil in Project of Hui-Pu Expressway

  22. 靖西至百大二级公路高液限土路基处治

    Treatment on High Liquid Limit Soil Subgrade of Jingxi-Baida Class II Highway

  23. 加固的含砂低液限粉土收缩性能研究

    Study of Contractility of Stabilized Bearing Sand Silt with Low Liquid Limit

  24. 液限、塑限标准的选定

    Selection of the Standard for Liquid Limit and Plastic Limit

  25. 石灰粉煤灰稳定高液限粘土的路用技术性能

    The Road Technicality of Lime Fly Ash Stabilized Highly Liquid Limit Clay

  26. 格栅加筋垫层加固高液限土地基的效果分析

    Analysis of Reinforcement of High Liquid Limit Foundation by Geogrid Reinforced Cushion

  27. 土的液限和塑限含水量试验探讨

    Discussion on liquid and plastic limit test of water content of soil

  28. 我国现有4种细粒土的液限试验方法。

    There are 4 test methods of liquid limit in our country .

  29. 掺砂改良高液限土修筑路基技术研究

    Study on Subgrade Construction by Mixing Sand to Improve High-Liquid Limit Soil

  30. 高液限粘土的碾压技术

    Technique for Compaction of Cohesive Soil with High Liquid Limit by Rolling