Stability Analysis of Rock Slope Surface with 3D Geomat Under Seismic and Seepage Condition

DOI

10.2991/iccte-16.2016.19How to use a DOI?

Keywords

3D geomat; stability; seepage; seismic; safety factor; rivet space

Abstract

This paper discusses the mechanical stability of rock slope with 3D geonet protection system.A damaged 3D geomat slope model under seismic load and seepage condition is established. The paper studies the effect of rainwater infiltration and seismic load to the stability of 3D geomat slope surface in the process of slope greening.The stable formula of safety factor with 3D geomat protection system under seismic load and seepage condition and the equation of rivet space under the condition of limit equilibrium are present. Stability design diagram of rivet space is obtained based on the parameters in the equation.

Copyright

© 2016, 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  - Guangyue Wang
AU  - Tingting Chen
AU  - Yan Wang
AU  - Yun Gao
PY  - 2016/01
DA  - 2016/01
TI  - Stability Analysis of Rock Slope Surface with 3D Geomat Under Seismic and Seepage Condition
BT  - Proceedings of the 2016 International Conference on Civil, Transportation and Environment
PB  - Atlantis Press
SP  - 116
EP  - 120
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccte-16.2016.19
DO  - 10.2991/iccte-16.2016.19
ID  - Wang2016/01
ER  -