航道工程边坡稳定计算中淤泥现场十字板剪切试验指标应用的探讨

On the Application of Mud Field Vane Test Indices for Slope Stability Calculation of Waterway Engineering

在航道工程边坡稳定计算中 ,应用淤泥现场十字板剪切试验指标计算安全系数大于用快剪指标计算的稳定安全系数 ,本文就此结果产生的原因进行探讨。

During slope stability calculation of waterway engineering, the safety coefficient calculated according to the mud field vane test indices is higher than that based on quick shear indices. The reasons for this result are studied.