张会远, 吴锐, 靳喆菲, 方堃, 瞿霞. 某滑坡抗滑桩治理效果监测分析[J]. 煤田地质与勘探, 2015, 43(5): 69-73,78. DOI: 10.3969/j.issn.1001-1986.2015.05.017
引用本文: 张会远, 吴锐, 靳喆菲, 方堃, 瞿霞. 某滑坡抗滑桩治理效果监测分析[J]. 煤田地质与勘探, 2015, 43(5): 69-73,78. DOI: 10.3969/j.issn.1001-1986.2015.05.017
ZHANG Huiyuan, WU Rui, JIN Zhefei, FANG Kun, QU Xia. Monitoring and analysis of reinforcement effect of anti-slide piles of a slop[J]. COAL GEOLOGY & EXPLORATION, 2015, 43(5): 69-73,78. DOI: 10.3969/j.issn.1001-1986.2015.05.017
Citation: ZHANG Huiyuan, WU Rui, JIN Zhefei, FANG Kun, QU Xia. Monitoring and analysis of reinforcement effect of anti-slide piles of a slop[J]. COAL GEOLOGY & EXPLORATION, 2015, 43(5): 69-73,78. DOI: 10.3969/j.issn.1001-1986.2015.05.017

某滑坡抗滑桩治理效果监测分析

Monitoring and analysis of reinforcement effect of anti-slide piles of a slop

  • 摘要: 野水沟滑坡为忠县-武汉输气管道工程沿线上的一滑坡灾害点,采取了抗滑桩这一治理措施以保证管道的安全运行。为了确保施工期的安全和获取抗滑桩的内力分布数据并客观评价抗滑桩的工作状态,对滑坡体进行了长期的GPS地表位移和抗滑桩应力监测。通过建立单筋矩形截面受弯构件模型,给出了根据钢筋计监测数据计算抗滑桩弯矩的方法并提出了安全可靠度这一概念以定量判断抗滑桩的工作状态。对该滑坡地表位移及抗滑桩内力监测成果分析表明,抗滑桩目前处于安全状态,发挥了一定作用,治理工程取得了明显效果,抑制了滑坡的进一步变形。

     

    Abstract: Ye-shuigou landslide as a hazard of the gas transmission pipeline project for Zhongxian-Wuhan, anti-slide piles have been taken to ensure the safe operation of pipeline. In order to guarantee construction safety and obtain the internal force distribution data as well as objective to evaluate the working state of the resistance slide, the long-term GPS for surface displacement and slide-resisting stress monitoring have been carried on. Establishing the model of single steel rectangle cross section with flexural members gave the definition of safety reliability to quantitatively determine the slide-resisting working state. The surface displacement of the landslide and stress monitoring result analysis shows that the slide resistance works and is in safe situation, consequently, regulation engineering has achieved obvious effect, and restrained the further deformation of the landslide.

     

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