A Finite Difference Study on the Use of Inclined Micropiles for Soil Slope Stabilization under Seismic Loading
Sahar Ismail, Riad Al Wardany, Fadi Hage Chehade
In the proceedings of: GeoOttawa 2017: 70th Canadian Geotechnical Conference; 12th joint with IAH-CNCSession: Geohazards III - Slope Stability Analysis
Please include this code when submitting a data update: GEO2017_449
Access this article:
Canadian Geotechnical Society members can access to this article, along with all other Canadian Geotechnical Conference proceedings, in the Member Area. Conference proceedings are also available in many libraries.
Cite this article:
Sahar Ismail; Riad Al Wardany; Fadi Hage Chehade (2017) A Finite Difference Study on the Use of Inclined Micropiles for Soil Slope Stabilization under Seismic Loading in GEO2017. Ottawa, Ontario: Canadian Geotechnical Society.
@article{geo2017Paper449,
author = Sahar Ismail; Riad Al Wardany; Fadi Hage Chehade,
title = A Finite Difference Study on the Use of Inclined Micropiles for Soil Slope Stabilization under Seismic Loading,
year = 2017
}
title = A Finite Difference Study on the Use of Inclined Micropiles for Soil Slope Stabilization under Seismic Loading,
year = 2017
}