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Research on the shear strength properties of expansive soils

机译:膨胀土的剪切强度特性研究

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The shear strength of expansive soils is now a key geotechnical problem. The water content and dry density of expansive soils have deep effect on its shear strength. For analyzing the detail relationship of the water content, dry density and shear strength of this special soil, direct shear test was carried out with the samples from Xinxiang in middle line of South to North water diversion project. The results indicate that both of the cohesion and friction angle grow with dry density and decrease with initial water content. Applying the linear regression calculation, we obtained mathematical expressions which reveal the variation of shear strength with the dry density and initial water content of Xinxiang expansive soils.
机译:膨胀土的剪切力量现在是一个关键的岩土问题问题。膨胀土的水含量和干密度对其剪切强度有深处。为了分析这种特殊土壤水含量,干密度和剪切强度的细节关系,直接剪切试验与南水道中线的新乡的样品进行。结果表明,两种内聚力和摩擦角度随着干密度的增长和初始水含量降低。应用线性回归计算,我们获得了数学表达,揭示了剪切强度与新乡膨胀土的干密度和初始含水量的变化。

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