张智超, 柳侃, 叶龙珍, 刘平. 2016: 采用高聚物注浆治理滑坡的新技术探讨. 工程地质学报, 24(s1): 186-191. DOI: 10.13544/j.cnki.jeg.2016.s1.028
    引用本文: 张智超, 柳侃, 叶龙珍, 刘平. 2016: 采用高聚物注浆治理滑坡的新技术探讨. 工程地质学报, 24(s1): 186-191. DOI: 10.13544/j.cnki.jeg.2016.s1.028
    ZHANG Zhichao, LIU Kan, YE Longzhen, LIU Ping. 2016: DISCUSSION ON THE NEW TECHNOLOGY OF TREATMENT OF LANDSLIDE BY HIGH POLYMER GROUTING. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 186-191. DOI: 10.13544/j.cnki.jeg.2016.s1.028
    Citation: ZHANG Zhichao, LIU Kan, YE Longzhen, LIU Ping. 2016: DISCUSSION ON THE NEW TECHNOLOGY OF TREATMENT OF LANDSLIDE BY HIGH POLYMER GROUTING. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 186-191. DOI: 10.13544/j.cnki.jeg.2016.s1.028

    采用高聚物注浆治理滑坡的新技术探讨

    DISCUSSION ON THE NEW TECHNOLOGY OF TREATMENT OF LANDSLIDE BY HIGH POLYMER GROUTING

    • 摘要: 滑坡等地质灾害的治理具有各种难点和迫切性,以往的治理手段都存在各式各样的不足之处。高聚物材料具有强度高、轻质、膨胀性好、凝结时间短、不透水、耐久性好、灌浆设备轻便以及对既有结构损伤小等优点,且在岩土领域主要得到了较为广泛的应用,通过分析发现,高聚物注浆加固技术对滑坡治理的种种不利条件都能够很好地应对。因此,创新性地提出采用高聚物注浆加固技术进行滑坡治理的方法。对高聚物注浆加固前后的边坡变形和稳定性进行有限元分析,结果表明,高聚物注浆可以增大滑弧深度和路径,避免浅层滑坡,从而提高边坡稳定性,减小边坡变形,加固后的安全系数可增大38%,最大位移可减小约29%。因而,初步验证高聚物注浆的有效性。

       

      Abstract: The treatment of geological hazards such as landslide has all sorts of difficulties and urgency. There are kinds of deficiencies in the previous treatment methods. The high polymer material, which has been widely used in geotechnical engineering, possesses the merits of high strength, light weight, high expansibility, short setting time, good durability, easy construction and is water-proof and harmless to the existing structures. Through analysis, it is found that the polymer grouting reinforcement technology can handle all kinds of unfavorable conditions in the treatment of landslide well. Therefore, the polymer grouting reinforcement technology for the treatment of landslide is put forward innovatively in this paper. The slope deformation and stability before and after reinforcement with polymer grouting were studied by finite element method. The results indicates that the polymer grouting can deepen the slip circle and increase the sliding path, as a result, it avoids the shallow sliding mode of slope, which leads to the increase of stability and the decrease of slope deformation. After reinforcement, the factor of safety is increased by 38%,the maximum total displacement is reduced by 29% around. Hence, the effectiveness of polymer grouting reinforcement technology is preliminarily verified.

       

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