张鹏, 刘伟, 彭卫平, 张庆华. 2016: 人工填土边坡稳定性评价及加固设计实例应用. 工程地质学报, 24(s1): 540-546. DOI: 10.13544/j.cnki.jeg.2016.s1.078
    引用本文: 张鹏, 刘伟, 彭卫平, 张庆华. 2016: 人工填土边坡稳定性评价及加固设计实例应用. 工程地质学报, 24(s1): 540-546. DOI: 10.13544/j.cnki.jeg.2016.s1.078
    ZHANG Peng, LIU Wei, PENG Weiping, ZHANG Qinghua. 2016: THE APPLICATION OF ARTIFICIAL FILL SLOPE STABILITY EVALUATION AND REINFORCEMENT DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 540-546. DOI: 10.13544/j.cnki.jeg.2016.s1.078
    Citation: ZHANG Peng, LIU Wei, PENG Weiping, ZHANG Qinghua. 2016: THE APPLICATION OF ARTIFICIAL FILL SLOPE STABILITY EVALUATION AND REINFORCEMENT DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 540-546. DOI: 10.13544/j.cnki.jeg.2016.s1.078

    人工填土边坡稳定性评价及加固设计实例应用

    THE APPLICATION OF ARTIFICIAL FILL SLOPE STABILITY EVALUATION AND REINFORCEMENT DESIGN

    • 摘要: 山坡地的建设开发需要大面积填方势必形成高大复杂的人工填土边坡,随着其规模和所处的位置,尤其处在厂房和民居附近时,其稳定性计算和评价愈发重要。本文以某营房项目的人工填土边坡稳定分析和加固设计的实践实例,提出了评价此类复杂边坡加固前后可分别采用两种不同分析方法(极限平衡方法和强度折减方法)和两种大型商业模拟软件进行计算和对比分析得出其稳定性的评价结论,并对该边坡进行了针对性的加固设计,位于坡顶靠近中部监测点的数据表明边坡在经历了雨季的考验后,边坡是稳定安全的。另外,针对填方边坡坡脚平台易被雨水冲刷脱空的问题,采用了微型钢管桩顶托技术,可供类似工程参考。

       

      Abstract: Hillside Construction will form an artificial filling slope, especially when in the vicinity of the factory and residential areas, calculation and evaluation of its stability is more important. In this paper, artificial fill slope stability analysis and reinforcement design examples presented that using two different analytical methods(limit equilibrium method and strength reduction method) and two large commercial simulation software calculation and comparative analysis before and after evaluation of such Slope respectively, the evaluation findings of its stability, and the slope reinforcement design, located in the top of the hill near the middle point of the monitoring data show that the slope is stable and secure during the rainy season,.In addition, for fill slope toe easily rainfall problems, using a miniature steel pipe pile technology reference for similar projects.

       

    /

    返回文章
    返回