论文部分内容阅读
介绍了某路基边坡工程采用土钉技术支护的实例。通过选用合理的破裂面形式,用极限平衡理论进行设计和分析,并通过施工过程中的动态监测的反馈数据,及时调整支护参数、开挖深度和支护时间,控制了施工过程中边坡的变形,保证了软岩高边坡的整体稳定。
This paper introduces an example of using soil nailing technology for slope protection of a roadbed. Through the selection of a reasonable form of rupture surface, the theory of limit equilibrium is used in the design and analysis, and the support parameters, excavation depth and supporting time are adjusted in time through the feedback data of dynamic monitoring in the construction process to control the slope Of the deformation, to ensure the overall stability of soft rock high slope.