桩锚式边坡联合加固技术稳定性分析

On analysis of stability of combined reinforcement technique at pile-anchor side slopes

针对传统土质高边坡加固技术的缺点,介绍了桩锚式边坡联合加固技术的特点,通过稳定性分析和工程实践应用,并对其加固效果进行了评价分析,指出该加固技术合理可行,对土质高边坡具有良好的加固效果。

According to the defects in the traditional soil high side slope reinforcement technique,the study introduces the features of the combined reinforcement technique at pile-anchor side slopes,undertakes the evaluation analysis of its reinforcement effect according to the stability analysis and the application of the engineering practice,and points out the reinforcement technique is reasonable and feasible,so it has better reinforcement effect on high soil side slopes.