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Analysis of deformation characteristics and stability mechanisms of typical landslide mass based on the field monitoring in the Three Gorges Reservoir, China

机译:基于三峡水库实地监测的典型滑坡体变形特征及稳定机制分析

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Based on a large number of data including GPS monitoring of surface deformation and inclinometer monitoring of internal deformation over 7 years, we find that the displacement of a typical landslide mass has the stepped evolution characteristics as: the variation of the reservoir water level under the different years and months in the Three Gorges Reservoir and the deformation of landslide mass surges in the flood season. On the contrary, the deformation of landslide mass slows down in the non-flood season. Especially, in 2007, 2009 and 2011, the fluctuation of the surface monitoring displacement is more intense than that in the other years. In addition, the whole landslide mass has a characteristic of the trial-type sliding. The surface displacement is greater than the internal displacement. Based on that, deformation characteristics, stability mechanisms and the influencing factors of landslide mass are studied deeply. The results show that the drawdown of the water level of the Three Gorges Reservoir region is the main controlling factor of the deformation of the landslide mass. The results of the study have a significant value of reference on the stability analysis of landslide mass under the similar engineering geological conditions.
机译:基于7年的GPS地表变形监测和倾角仪内部变形监测等大量数据,我们发现典型滑坡体的位移具有阶梯状演化特征,即:不同条件下水库水位的变化。三峡水库历时数年零月,洪水季节滑坡体量激增。相反,在非洪涝季节,滑坡体的变形变慢。特别是在2007年,2009年和2011年,地表监测位移的波动要比往年更大。另外,整个滑坡体具有试验型滑动的特征。表面位移大于内部位移。在此基础上,深入研究了滑坡体的变形特征,稳定机理及影响因素。结果表明,三峡库区水位的下降是滑坡体变形的主要控制因素。研究结果对相似工程地质条件下的滑坡体稳定性分析具有重要的参考价值。

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