Mechanism Analysis and Treatment of Landslide of Changtan New River

Due to the continual rainfall and creep deformation occurring to the slope on left bank of the new river in the flood control projects in Liye west of Hunan, and a serious landslide was likely to occur to the slope. Based on the analysis of the mechanism of landslide and slope stability, and the stratum layer parameter inversion carried by the Least Square method, the authors finally decided to use prestressed cable and anchor for the treatment to the slope. The monitoring result indicated that this treatment plan is reliable and safe.

Language

  • English

Media Info

  • Media Type: Print
  • Features: Figures; Photos; References; Tables;
  • Pagination: pp 214-219
  • Monograph Title: Slope Stability, Retaining Walls, and Foundations: Selected Papers From the 2009 GeoHunan International Conference

Subject/Index Terms

Filing Info

  • Accession Number: 01142202
  • Record Type: Publication
  • ISBN: 9780784410493
  • Files: TRIS
  • Created Date: Oct 13 2009 5:26PM