石菊松, 李滨, 吴树仁, 王涛, 辛鹏. 2013: 宝鸡渭河北岸黄土塬边大型滑坡成因机制研究. 工程地质学报, 21(6): 938-949.
    引用本文: 石菊松, 李滨, 吴树仁, 王涛, 辛鹏. 2013: 宝鸡渭河北岸黄土塬边大型滑坡成因机制研究. 工程地质学报, 21(6): 938-949.
    SHI Jusong, LI Bin, WU Shuren, WANG Tao, XIN Peng. 2013: MECHANISM OF LARGE-SCALE SLIDE AT EDGE OF LOESS PLATEAU ON NORTH OF WEIHE RIVER IN BAOJI URBAN AREA,SHAANXI PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 21(6): 938-949.
    Citation: SHI Jusong, LI Bin, WU Shuren, WANG Tao, XIN Peng. 2013: MECHANISM OF LARGE-SCALE SLIDE AT EDGE OF LOESS PLATEAU ON NORTH OF WEIHE RIVER IN BAOJI URBAN AREA,SHAANXI PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 21(6): 938-949.

    宝鸡渭河北岸黄土塬边大型滑坡成因机制研究

    MECHANISM OF LARGE-SCALE SLIDE AT EDGE OF LOESS PLATEAU ON NORTH OF WEIHE RIVER IN BAOJI URBAN AREA,SHAANXI PROVINCE

    • 摘要: 滑坡成因机制是深入认识、合理评价与有效防治滑坡的关键难点,其中黄土滑坡成因机制一直是中国工程地质界的研究热点问题之一。利用DEM,Quick bird影像与地面调查相结合完成了宝鸡市区渭河北岸黄土塬边大型滑坡详细编录与GIS制图,结合典型滑坡的钻探、物探成果,利用第四纪地质的最新成果,重建了渭河河谷构造地貌演化过程、查清了斜坡地层岩性组合、获得了新近系黏土地层工程地质特性参数和活动断裂的特征,初步建立了宝鸡渭河北岸黄土塬边大型黄土滑坡的概化模型。初步研究认为:(1)宝鸡渭河北岸在上新世早更新世时期古地形由北向南渐低,古地貌由山前冲洪积平原向古三门湖变化,且古三门湖逐渐消亡,早更新世晚期现今渭河形成且主流总体向北偏移,直至全新世偏离北岸,形成现今地貌格局的地貌演化过程。(2)黄土塬边渭河北缘断裂为晚更新世以来的活动正断裂系,其不仅是地下水的导水通道,而且为滑坡后壁和次级滑面的形成提供了可追踪的软弱结构面。(3)渭河北岸黄土塬边古、老滑坡是在渭河侧蚀和地下水作用下,追踪断裂面沿新近系硬黏土界面或硬黏土层内部发生的地堑地垒式多级坡基旋转、坡体平移或复合型滑坡,是受新近系三趾马红土或三门系黏土地层和断裂控制的特殊类型黄土滑坡。

       

      Abstract: Landslide mechanism is the key of understanding, reasonable assessment, effective prevention and control of landslides. It is quite difficult to achieve. Meanwhile, loess landslide mechanism has been one of the research hotspots in Chinese engineering geological circles over last decades. This study carries out detailed landslide survey and inventory combined with typical large scale slide drilling and geophysical exploration at the edge of loess plateau on north of Weihe river in Baoji urban area. There have been quite many achievements on latest quaternary geology, tectonic geology and loess studies in the recent years. The Weihe river valley evolution process is rebuilt. The slope structure and lithological association with engineering geological characteristics of stratigraphic which prone to failure are carried out. Active fault and tectonic joints or fissures are investigated as well. This study reveals the follows. The paleogeomorphology of north side of Weihe river is higher than the south part. The north land changed to the south Sanmen lake basin during Pliocene to early Pleistocene. Then the south lake basin gradually retreated and the Weihe river formed in early Pleistocene. The Weihe river mainstream periodicity north offset due to neotectonic movement and periodic climate change until Holocene epoch, and then gradually south offset. Hence, the present geomorphologic pattern is formed. The active Weihe north fault at the edge of loess plateau by sub-graben, horst bulge and half-graben provides not only water infiltration channels but also weak structure planes for slide failure surfaces tracking. The cause and model of paleo-slide and old-slide at the edge of loess plateau are induced by integrated erosion and rising of groundwater table. The main or sub-scarp and failure surface tracking along active fractures and Pliocene sand gravel and clay interface or internal clay are featured by garben-horst style multiple deep-seated rotational slide or multiple perched translational slide and its combination. They are controlled by Pliocene clay and tectonic fractures. They are special complex slides in loess landslides.

       

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