The Analysis of Slope Stability and Control Project of Slippery Ground Accumulation

DOI

10.2991/cmfe-15.2015.118How to use a DOI?

Keywords

Sliding strata; Slope Stability; Deformation mechanism; Control project; Slippery Ground Accumulation

Abstract

Many sliding strata exist in the Three Gorge Reservoir and the weathering products will landslide easily. Aiming at the accumulation formation of Triassic Padang Group in Beipei Landslide treatment project, this paper applied parameters reduction method to analysis the deformation mechanism and stability of the slope. Then the prevention and treatment measures were presented, aslo the reliability of the prevention projects of highway subgrade slope was analyzed. Completion of the Beipei Landslide Treatment Project for one year has proved that analysis and evaluation as well as treatment project are reasonable and effective.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Yan Li
PY  - 2015/07
DA  - 2015/07
TI  - The Analysis of Slope Stability and Control Project of Slippery Ground Accumulation
BT  - Proceedings of the International Conference on Chemical, Material and Food Engineering
PB  - Atlantis Press
SP  - 503
EP  - 507
SN  - 2352-5401
UR  - https://doi.org/10.2991/cmfe-15.2015.118
DO  - 10.2991/cmfe-15.2015.118
ID  - Li2015/07
ER  -