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公路边坡锚杆加固稳定性及影响因素分析

Analysis on stability of reinforcement of anchor rods in roadside slopes and the influencing factors

  • 摘要: 探究锚杆加固公路边坡的稳定性对确保道路交通安全和可持续发展至关重要。基于某地一公路边坡加固工程,采用数值模拟软件对锚杆加固后的边坡稳定性进行计算,并分析了锚杆入射角、锚杆长度以及布置间距对边坡稳定性的影响。结果表明,采用锚杆加固后,边坡的稳定性得到显著提升,由欠稳定状态变为稳定状态;锚杆入射角、长度及布置间距对边坡稳定性均有显著影响,边坡稳定性随着锚杆长度及入射角度的增加而增大,随着锚杆布置间距的增大而减小,锚杆入射角度增大至16°后继续增大入射角对边坡稳定性的提升效果较小。

     

    Abstract: Exploring the reinforcement of anchor rods is of paramount importance for improving the stability of roadside slopes as well as the safety and sustainable development of the road. Based on the slope reinforcement project for a road embankment in a specific location, this article uses numerical simulation software to calculate the stability of the slope after the anchor rod reinforcement, and the effects of anchor incident angle, anchor length and spacing between anchors on slope stability were analyzed. The results indicate that after anchor rod reinforcement, the stability of the slope significantly improves from an unstable state to a stable state. The incident angle, anchor length, and spacing between anchors have a significant impact on the stability of slope. The stability of slope improves when the anchor rod length and incident angle increases, yet decreases when spacing between anchors increases. After the anchor incident angle increases to 16°, continuing to increase the incident angle will have small effect on improving the slope stability.

     

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