乐山泥岩的水土曲线和崩解特征试验研究

EXPERIMENTAL STUDY ON SOIL–WATER CHARACTERISTIC CURVE AND DISINTEGRATION CHARACTERISTICS OF LESHAN MUDSTONE

  • 摘要: 红层软岩的崩解性引发显著的软岩风化破裂现象,经常导致坡体不稳定、岩石崩落等不良地质现象。为深入理解泥岩的水土特征曲线(soil and water characteristic curve,SWCC)和浸水崩解特征,以乐山红层泥岩为例,采用滤纸法、浸水法等试验方法系统研究了泥岩的SWCC以及其在水中崩解的特征,构建了适合于该地区的SWCC模型,并讨论了浸水时间对泥岩崩解质量、颗粒级配的影响。结果表明:(1)泥岩的SWCC呈单峰曲线,随着含水率的减少,基质吸力增大。(2)通过与4种典型率定曲线的拟合比较,基质吸力拟合结果表现出良好的相关性(R2≥92%),其中Fredlund & Xing模型能够更准确地反映该地区泥岩的SWCC(R2=96%)。(3)浸水试验表明,0~6 h为快速崩解期,6~12 h为慢速崩解期,12 h后为长期崩解期。干湿交替浸水可以加速泥岩在亲水初期的崩解速率,但在最终崩解量方面与持续浸水基本一致。(4)浸水崩解后,颗粒粒径变化主要集中在2~20 mm范围内,级配曲线D60D30D10Cu值随着浸水时间的增大而减少,表明泥岩颗粒粒径随时间逐渐减小。(5)该泥岩耐崩解指数拟合公式为y=1.17e–0.22x,拟合度良好(R2≥99%),根据Id2=0.76判断该地区泥岩崩解性为弱~中等崩解性。该成果可为该地区泥岩的水土特性和崩解特性提供重要的定量数据支持,以及为该地区工程建设提供理论依据。

     

    Abstract: The disintegration of red bed soft rocks induces significant rock fracture phenomenon, which often leads to slope instability, rock falls and other adverse geological phenomena. In order to understand the soil-water characteristic curve (SWCC) and the disintegration characteristics of mudstone of Leshan mudstone,three suction control or measurement methods are used: filter paper method, continuous immersion and drying-wetting cycle. The results show that (1) The SWCC curve of the mudstone is a unimodal curve, and the matrix suction increase with the decrease of water content. (2) By comparing with various calibration curves and fitting typical models of many scholars, the correlation between the sample matrix suction fitting results is good(R2=96%), and the Fredlund & Xing model can better simulate the mudstone(R2=96%). (3) The experiment of continuous immersion in water and alternating dry and wet water immersion shows that the rapid disintegration is 0-6 hours, the slow disintegration is 6-12 hours, and the long-term disintegration stage is after 12 hours. Alternate wet and dry immersion can accelerate the disintegration rate of mudstone in the initial hydrophilic stage, but it has little effect on the final disintegration amount. (4) The variation range of particle size after water immersion and disintegration is mainly concentrated in 2~20mm, and the gradation curve D60, D30, D10, and Cu decrease with the increase of water immersion time, indicating that with the increase of water immersion time, there are particles in mudstone. diameter decreasing trend. (5) The fitting formula of the shale disintegration resistance index y=1.17e–0.22x, and the fitting degree is good(R2=96%). According to Id2=0.76, it can be seen that the disintegration of mudstone in this area is weak to moderate disintegration. The results can provide certain quantitative data support for the water-soil characteristics and disintegration characteristics of mudstone in this area and theoretical support for engineering construction in this area.

     

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