表层土壤
Use of veneer cover soil on the slope of expansive soil subgrade is a method to prevent early failure of expansive soil subgrade.
膨胀土路堤边坡封面是一种保证其正常使用的工程措施。
According to the actual sliding surface from laboratory study, this paper develops a new formula for calculating the stability factor of veneer cover soil of variational thickness on the side slope of expansive soil subgrade. And some conclusions are also presented
按实验所得滑动面位置,推导出计算膨胀土路基边坡等厚式封面土层稳定性系数的公式,并得出一些结论
Study on Stability of Veneer Cover Soil of Variational Thickness on the Slope of Expansive Soil Subgrade
膨胀土路基边坡变厚式封面层稳定性实验研究
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