肖尚德, 唐辉明, 唐睿旋, 秦华刚. 2016: 恩施盆地红层边坡变形破坏模式研究. 工程地质学报, 24(6): 1080-1087. DOI: 10.13544/j.cnki.jeg.2016.06.006
    引用本文: 肖尚德, 唐辉明, 唐睿旋, 秦华刚. 2016: 恩施盆地红层边坡变形破坏模式研究. 工程地质学报, 24(6): 1080-1087. DOI: 10.13544/j.cnki.jeg.2016.06.006
    XIAO Shangde, TANG Huiming, TANG Ruixuan, QIN Huagang. 2016: STUDY ON DEFORMATION AND FAILURE MODES OF RED LAYER SLOPE IN ENSHI BASIN. JOURNAL OF ENGINEERING GEOLOGY, 24(6): 1080-1087. DOI: 10.13544/j.cnki.jeg.2016.06.006
    Citation: XIAO Shangde, TANG Huiming, TANG Ruixuan, QIN Huagang. 2016: STUDY ON DEFORMATION AND FAILURE MODES OF RED LAYER SLOPE IN ENSHI BASIN. JOURNAL OF ENGINEERING GEOLOGY, 24(6): 1080-1087. DOI: 10.13544/j.cnki.jeg.2016.06.006

    恩施盆地红层边坡变形破坏模式研究

    STUDY ON DEFORMATION AND FAILURE MODES OF RED LAYER SLOPE IN ENSHI BASIN

    • 摘要: 恩施盆地红层分布范围广,存在大量的斜坡或人工高陡边坡。由于红层岩体工程地质性质的特殊性,在自然地质作用和人类工程活动的影响下,边坡产生变形破坏,造成人员伤亡和财产损失,对城市市政工程和道路工程建设产生了较大的影响和制约。本文通过恩施盆地红层边坡的野外工程地质调查、钻探、现场试验(压水和渗水试验)、样品采集和室内岩体特性参数测试等工作,基本查清了红层的工程地质特性、水理特性和边坡变形特点。恩施盆地红层可分为“硬砂岩”和“软砂岩”,前者由胶结较好的粉砂岩和砂岩组成,强度较高,透水性差,属相对隔水层;后者由胶结较差的砂岩构成,强度低,透水较强,为含水层。边坡变形破坏规模较小,但点多、危害较大。本文从运动方式和影响因素两个方面对边坡变形破坏模式进行研究,依据斜坡岩土体运动方式,红层边坡变形破坏划分为:顺层岩质滑坡、坠落式崩塌、倾倒式崩塌3种;按变形破坏影响因素,边坡变形破坏划分为:软硬互层红砂岩差异风化、顺层结构面和切层结构面不利组合、人工开挖扰动3种,并分析了各类变形破坏模式的特点和变形破坏过程,对恩施盆地及同类型地区的红层边坡变形破坏的防治具有指导意义及参考价值。

       

      Abstract: The red beds is wide distributed in Enshi Basin with a large number of slopes or man-made high and steep slopes. Because of the specialities of the engineering geological properties, the deformation and failure of the slopes under the natural geological process and human engineering activities always cause casualties and property losses, which has greatly influences and restrictions on the construction of urban municipal engineering and road engineering. According to the field engineering geological investigation, drilling, field test (water pressure and infiltration test), sample collection and laboratory rock mass parameters test, the engineering geological property, hydraulic characteristics and slope deformation characteristics of red beds are investigated. The red beds in Enshi Basin can be divided into "hard sandstone" and "soft sandstone", the former ones are relatively impermeable layers composed by better consolidated silt-stone and sandstone with high strength, lower permeability; the latter ones are aquifer layer composed by poor consolidated sandstone with low strength, strong permeability. The scale of deformation and failure of slope is small, but the quantity is big and the harmfulness is heavy. This paper have researched on the deformation and failure mode of slopes from two aspects:the motion mode and influencing factors. According to the movement modes of the slope rock mass, the deformation and failure of the red bed slopes are divided into three kinds:the bedding rock landslide, the falling collapse, and the dumping collapse. Based on the deformation and failure influencing factors, the deformation and failure of the slopes also are divided into three kinds:soft and hard sandstone layers with different weathering functions, the disadvantageous combination of the bedding planes and the cutting structure planes, the artificial excavation disturbance. The characteristics and the processes of the various types of deformation and failure modes are analyzed, which has significant guiding and reference value for the prevention and control of the deformation and damage of the red bed slopes in Enshi Basin and areas of the same kind.

       

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