黄土高原渭河宝鸡段北岸大型深层滑坡动力学机制研究
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国家科技攻关计划


Research on Kinematics and Dynamic Mechanism of Large-Scale Deep-Seated Landslide on the North Bank of Baoji Stream Segment of Weihe River in Loess Plateau
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    摘要:

    为研究渭河盆地黄土塬边大型深层滑坡运动机制,论文通过北岸斜坡构造地貌过程解析、滑体地质剖面平衡计算与运动过程的动态数值模拟,结合粘土岩质滑动带发育的宏观力学背景、物理结构变化特征与剪切蠕变、滑动力学行为特征研究,确定了北岸大型深层滑坡的几何学、运动学特征,初步揭示了粘土岩质滑带塑性流动挤出的控滑机制。研究表明:(1)大型深层滑坡的运动变形由后缘向坡脚传递,后缘下降、前缘隆起,整体变形由底部泥岩控制,具有一定的水平位移,是旋转-平移复活式滑坡;(2)粘土岩质滑动带因结构损伤形成蠕变变形带,滑动过程中,变形塑性区在滑体下方呈倾斜三角形状, 逆向上冲运动而形成翻卷结构,呈塑性流动变形、流动状挤出破坏;(3)粘土岩的塑性流动变形是粘土矿物含量增加、活性增强的结果,滑带土内的粘粒含量(<2μm)由初始的17.94% 增加到50.22%,蒙脱石的绝对含量从初始的13.19%增加至26.38%,而其比表面积平均由124.55增加至215.08,极易降低粘土岩的强度、恶化水理性质,引起滑体剧烈变形,而滑体内赋存的高孔隙水压力可推动滑体滑动。

    Abstract:

    ABSTRACT: In order to research the mechanism of large-scale deep-seated landslide movement at the edge of loess tableland in Weihe River basin, this paper confirms the characteristics of geometry and kinematics of deep-seated landslide and preliminarily reveals the sliding-control mechanism for plastic flow extrusion of clay rock slip band through analysis on the tectono-geomorphologic process of slope on the north bank, balance computation of geological section of landslide mass and dynamic numerical simulation of movement process and in combination with research on the macromechanics background, characteristics of physical structure changes and characteristics of shear creep and sliding mechanics of clay rock slip band development. The research indicates that: (1) The deformation of large-scale deep-seated landslide movement transfers from the trailing edge to the foot of slope. The trailing edge descends and front edge rises. The overall deformation is controlled by mudstone at the bottom with horizontal displacement to a certain extent. It is of rotatory-translational revived landslide; (2) The clay rock slip band develops to be a creep deformation band due to tectonic damage. During landslide, the plastic deformation zone below the sliding mass presents a diagonal triangle. It takes reverse overthrust movement to form the overturned structure and it presents plastic flow deformation and flow extrusion damages; (3) The plastic flow deformation of clay rock is caused by increase of clay mineral content and activity enhancement. The clay content (<2μm) within the slip soil is increased to 50.22% from the original 17.94% while the absolute content of montmorillonite is increased to 26.38% from the original 13.19%. The specific surface area of clay rock is increased to 215.08 from 124.55 on average, which could easily lower the strength of clay rock, deteriorate water-physical properties and give rise to severe deformation of the sliding mass. And the high pore water pressure occurred in the sliding mass could push the sliding mass to move.

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辛鹏,吴树仁,石菊松,王涛,石玲.2014.黄土高原渭河宝鸡段北岸大型深层滑坡动力学机制研究[J].地质学报,88(7):1341-1352.
XIN Peng, WU Shuren, SHI Jusong, WANGang Tao, SHI Ling.2014. Research on Kinematics and Dynamic Mechanism of Large-Scale Deep-Seated Landslide on the North Bank of Baoji Stream Segment of Weihe River in Loess Plateau[J]. Acta Geologica Sinica,88(7):1341-1352.

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历史
  • 收稿日期:2013-12-23
  • 最后修改日期:2014-03-05
  • 录用日期:2014-04-01
  • 在线发布日期: 2014-07-16