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阐述了在高路堤设计理论不能完全满足设计规范规定的技术参数要求时 ,经过相应稳定性分析与计算 ,采用了综合补强加固措施 ,并进行深部位移监测观测及成果分析。以低成本、高效益、合理处理高边坡稳定性而达到预期整治目的。
The paper expounds that when high embankment design theory can not fully meet the technical requirements of the design code, the comprehensive reinforcement measures are adopted and the deep displacement monitoring observation and result analysis are carried out through the corresponding stability analysis and calculation. With low cost, high efficiency and reasonable treatment of high slope stability and achieve the desired remediation purposes.