【摘要】 通过对206国道寻乌县滑坡的工程地质条件分析、滑坡形态分布特征分析其形成机制及稳定状况,建立稳定性计算模型,运用极限平衡条分法对边坡稳定性进行计算。运用传递系数法确定滑坡在不同工况下的安全系数。该研究为该滑坡的有效防治提供了重要依据,同时为边坡的后续研究提供有价值的参考。更多还原

【Abstract】 Based on the analysis of geological condition for landslides in the Xunwu section of No.206 national road,the characteristics about landslide distribution and the stability of the slope,the model of stability calculation is established to analyze the stability of slope by the limit equilibrium slice method.The safety factors at the different working condition for landslides can be determined by the transfer coefficient method.The study provides the important basis for the effective prevention and treatment of landslides,and also provides a valuable reference for the follow-up study on the slopes.更多还原