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      Chapter

      Analyses of mechanism of landslides in Tongchuan-Huangling highway
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      Chapter

      Analyses of mechanism of landslides in Tongchuan-Huangling highway

      DOI link for Analyses of mechanism of landslides in Tongchuan-Huangling highway

      Analyses of mechanism of landslides in Tongchuan-Huangling highway book

      Analyses of mechanism of landslides in Tongchuan-Huangling highway

      DOI link for Analyses of mechanism of landslides in Tongchuan-Huangling highway

      Analyses of mechanism of landslides in Tongchuan-Huangling highway book

      BookLandslides and Engineered Slopes. From the Past to the Future, Two Volumes + CD-ROM

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      Edition 1st Edition
      First Published 2008
      Imprint CRC Press
      Pages 8
      eBook ISBN 9780429207242
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      ABSTRACT

      Tongchuan-Huangling Class I Highway is located in the Weibei Mountain Area of the northern edge of Guanzhong Basin. It is also the important links between Guanzhong Plain and Loess Plateau in the northern Shaanxi. This highway attracts more attention because of its frequent occurrence of landslide due to the special geography and geological conditions. The data on landslide surveyed along the alignment shows that substance of most slip belt is wet and is in saturated condition. The landslide is located on the top part of fault. Under function of fault and fold structure, the rock body is crushed, and the underground water corridor forms, and control the formation and development of landslides. Strengthening the soil of slip zone refers to the physical strengthening method through baking, freezing and grouting in order to improving the strength of soil of slip zone so as to stabilize the landslides.

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