Volume 33 Issue 6
Jul.  2021
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Wang Lijun, Zheng Zhilong, Zhong Junhui. Stability Analysis and Prevention Measures of Ancient Landslide Accumulation Body of a Highway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(6): 318-322. doi: 10.3969/j.issn.1007-2993.2019.06.003
Citation: Wang Lijun, Zheng Zhilong, Zhong Junhui. Stability Analysis and Prevention Measures of Ancient Landslide Accumulation Body of a Highway[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(6): 318-322. doi: 10.3969/j.issn.1007-2993.2019.06.003

Stability Analysis and Prevention Measures of Ancient Landslide Accumulation Body of a Highway

doi: 10.3969/j.issn.1007-2993.2019.06.003
  • Received Date: 2019-08-12
    Available Online: 2021-07-06
  • A highway route in Guizhou is located on an ancient landslide deposit. There is a village on the platform of the landslide deposit. The amount of the slide body reaches 996000 m3. Most of the route has been completed in the way of bridge mode, and the slope needs to be excavated locally. During the construction of the road, the original balance conditions of the landslide is changed, which may jeopardize the safety of construction and operation. Based on the identification of the geological environment conditions, geological structure and deformation sliding mechanism of the landslide, a geological structure model is established. Its stability is analyzed by using the simplified Bishop method, and the prevention and control plans are suggested.

     

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