赵文,汪小静,徐正宣,等. 2021. 季节性冻土区粗颗粒土边坡自然演化特征试验研究[J]. 工程地质学报,29(5):1497-1506. doi: 10.13544/j.cnki.jeg.2020-174.
    引用本文: 赵文,汪小静,徐正宣,等. 2021. 季节性冻土区粗颗粒土边坡自然演化特征试验研究[J]. 工程地质学报,29(5):1497-1506. doi: 10.13544/j.cnki.jeg.2020-174.
    Zhao Wen, Wang Xiaojing, Xu Zhengxuan, et al. 2021.Experimental study on natural evolution characteristics of coarse-grained soil slope in seasonal frozen soil region [J]. Journal of Engineering Geology, 29(5): 1497-1506. doi: 10.13544/j.cnki.jeg.2020-174.
    Citation: Zhao Wen, Wang Xiaojing, Xu Zhengxuan, et al. 2021.Experimental study on natural evolution characteristics of coarse-grained soil slope in seasonal frozen soil region [J]. Journal of Engineering Geology, 29(5): 1497-1506. doi: 10.13544/j.cnki.jeg.2020-174.

    季节性冻土区粗颗粒土边坡自然演化特征试验研究

    EXPERIMENTAL STUDY ON NATURAL EVOLUTION CHARACTERISTICS OF COARSE-GRAINED SOIL SLOPE IN SEASONAL FROZEN SOIL REGION

    • 摘要: 拟建川藏铁路沿线广泛分布季节性粗颗粒冻土,该类土质边坡稳定性问题突出,有必要探讨此类边坡的自然演化特征及其规律。本文针对粗颗粒土边坡在降雨-日晒-冻融循环条件下的变化规律,开展了单一要素和多要素组合条件下的试验研究。研究表明,对于初始坡度较陡的粗颗粒土边坡,在自然降雨-日晒作用下,边坡会向自然稳定坡度发展演化。反复冻融作用下,坡面土体冻胀融沉,产生残余变形,冻胀量约为冻结深度的0.09~0.1倍,残余变形量约为冻结深度的0.052~0.062倍,坡面土体含水率增加2% ~3%。反复冻融后坡面土体结构变松散,空隙增多,密实度降低,松散土体在降雨条件下易流失,坡体向后退化。季节性冻土区粗颗粒土边坡自然演化特征表现为:降雨-日晒作用→边坡趋于稳定→冻融作用→坡面土体变松散→降雨冲刷→坡面后退→更深处土体冻融。该过程随季节变化反复进行,边坡逐年后退。

       

      Abstract: Seasonal coarse-grained frozen soil is widely distributed along the Sichuan-Tibet railway, and the stability of this type of soil slope is prominent. It is necessary to discuss the natural evolution characteristics and laws of this type of slope. This paper carries out the experimental study under the conditions of single factor and multi-factor combination and examines the variation law of coarse-grained soil slope under the conditions of rainfall, sunlight, freeze-thaw cycles. The results show that for a specific coarse-grained soil slope with steep initial slope angle, under the action of natural rainfall and sunlight, the slope can develop to a natural stable slope. Under repeated freeze-thaw action, the freezing and thawing of slope soil can lead to residual deformation. The frost deformation is about 0.09~0.1 times of the freezing depth, the residual deformation is about 0.052~0.062 times of the freezing depth, and the soil moisture of the slope surface increases by 2% ~3%. After repeated freezing and thawing, the soil structure becomes loose, the voids increase, and the density decreases. The loose soil is easy to erosion under the rainfall condition, and the slope degenerates backward. The natural evolution characteristics of coarse-grained soil slope in seasonal frozen soil area follow the following process: influence of rainfall and sunlight→slope tends to be stable→freeze-thaw action→soil of slope surface becomes loose→rainfall scouring→ slope degenerates backward→freezing and thawing of deeper soil. This process is repeated with seasonal changes, and the slope degenerates year by year.

       

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