范旭亮, 田满霞, 熊承. 2006: 砂质粉土所配灰土强度影响因素的试验研究. 工程地质学报, 14(S1): 157-162.
    引用本文: 范旭亮, 田满霞, 熊承. 2006: 砂质粉土所配灰土强度影响因素的试验研究. 工程地质学报, 14(S1): 157-162.
    FAN Xuliang, TIAN Manxia, XIONG Cheng. 2006: TEST RESEARCH ON THE FACTORS INFLUENCING THE STRENGTH OF LIME-SOIL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 157-162.
    Citation: FAN Xuliang, TIAN Manxia, XIONG Cheng. 2006: TEST RESEARCH ON THE FACTORS INFLUENCING THE STRENGTH OF LIME-SOIL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 157-162.

    砂质粉土所配灰土强度影响因素的试验研究

    TEST RESEARCH ON THE FACTORS INFLUENCING THE STRENGTH OF LIME-SOIL

    • 摘要: 通过室内试验,展开了土的粒度组成对2:8灰土强度影响的研究。将取自工程现场的粉土筛分为粗、中、细3种粒度成分的土样,采用不同的组合方式与石灰配成2:8灰土,对灰土的性质进行实验测试。实验表明,灰土强度随土颗粒粒径的增大而提高,但以粗中颗粒按1:1混合后所配灰土强度最高,强度能达到1162kPa。通过电镜扫描观察了素土与灰土的微观结构,解释了灰土强度比素土强度高的原因。

       

      Abstract: By a series of laboratory tests, the effect of the grain size distribution of silt soil on the mechanical property of 2:8 lime-soils is studied. The silt soil from construction site is divided into three kinds of groups with different grain size composition, coarse, medium and fine grain size group, and combined with lime in different ratios to form 2:8 lime-soils with different grain size distribution. Soil mechanical tests show that the strength of lime-soils is become higher with the increase of soil grain size, and the highest strength comes in the lime-soil with combination of coarse and medium grain size soils which may reach 1162kPa. Comparison between micro-structures of clean soil and lime-soils observed with electron microscope reveals the reason of the enhancement in mechanical strength of lime-soil.

       

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