基于高密度电阻率法的弱胶结土注浆加固试验研究

    Experimental study on the grouting reinforcement of weakly cemented soils based on the electrical resistivity tomography

    • 摘要: 注浆加固技术常用于松散软岩巷道支护和边坡治理,研究注浆材料和注浆压力对注浆效果的影响,并探索一种有效检测注浆效果的方法对煤矿和地质灾害防控具有重要的工程价值。首先,构建了坡比为0.52的边坡注浆模型;其次,进行了200 kPa压力下的SJP环保浆液和传统水泥浆液的注浆试验,分析了注浆材料对注浆效果的影响;再次,进行了300 kPa和400 kPa压力下的SJP环保浆液注浆试验,分析了注浆压力对注浆效果的影响;最后,采用高密度电阻率法对不同条件下注浆扩散性进行检测,验证了该方法在注浆效果检测方面的有效性。研究结果表明:注浆能够有效提高土体的密实度,并显著降低土体的电阻率;在相同注浆压力下,与传统水泥浆液相比,采用SJP环保浆液能够显著扩大弱胶结土中浆液的扩散范围,提高结石体的尺寸与密实度,获得更好的加固效果;随着注浆压力的增加,注浆结石体的体积逐渐增大,但其电阻率和密实度有所降低;电阻率下降的空间范围与结石体大小的对应关系良好,其数值能反映结石体的密实程度,说明高密度电阻率法是一种检测弱胶结土注浆加固效果的有效方法。研究能够为注浆材料与注浆压力的选择,以及注浆效果的检测提供参考。

       

      Abstract: Grouting reinforcement technology is commonly used in loose soft rock roadway support and slope management, to research on the influence of grouting materials and grouting pressure on the grouting effect and to explore an effective method of detecting the grouting effect has an important engineering value for coal mining and geological disaster prevention and control. Firstly, a slope grouting model with a slope ratio of 0.52 is constructed; secondly, the grouting test of SJP environmental slurry and traditional cement slurry under 200 kPa pressure is carried out to analyze the influence of the grouting materials on the grouting effect; thirdly, the grouting test of SJP environmental slurry under 300 kPa and 400 kPa pressure is carried out to analyze the influence of the grouting pressure on the grouting effect; finally, the electrical resistivity tomography is used to test the grouting diffusivity under different conditions and to verify the effectiveness of this method in detecting the grouting effect. The research results show that the grouting can effectively improve the compactness of soils and significantly reduce the resistivity of soils; under the same grouting pressure, compared with the traditional cement slurry, the use of SJP environmental slurry can significantly expand the diffuse range of the slurry in the weakly cemented soils, improve the size and compactness of the nodules, and achieve a better reinforcing effect. With the increase of grouting pressure, the volume of grouting nodules gradually increased, but the resistivity and compactness decreased; the spatial range of resistivity decrease corresponds well with the size of nodules, and its value reflects the compactness of nodules, which indicates that the electrical resistivity tomography is a kind of effective method for detecting the effect of grouting reinforcement in weakly cemented soils. The study can provide a reference for the selection of grouting materials and grouting pressure, and the detection of grouting effect.

       

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