USE OF NATIVE SOIL IN THE MSE STRUCTURES

Daniel Huang, David Fuerth, Abe Choi

In the proceedings of: GeoQuébec 2015: 68th Canadian Geotechnical Conference & 7th Canadian Permafrost Conference

Session: Landslides and Slope Stability V / Mouvements de terrain et stabilité des pentes V

ABSTRACT: Using native soils as the reinforced fill material in Mechanically Stabilized Earth (MSE) structures can be problematic especially if the native soils contain a large percentage of fines (d<0.075mm) and are poorly graded. Several case histories of TerraSteep retaining walls, a welded-wire-form faced MSE structure using such native soils in the Greater Toronto Area (GTA) have been reviewed and discussed in this paper with respect to their design, construction and performance during and after installation of the walls based on monitoring data.

RÉSUMÉ: remplissage renforcé dans des structures en terre stabiliséee mécaniquement (MSE) pourrait être problématique si les sols naturels contiennent un grand pourcentage de fines de la conception, de la construction et de la performance pendant et après l'installation de plusieurs murs de soutènement du type «TerraSteep» utilisant les sols indigènes de la région de Toronto.

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:
Daniel Huang; David Fuerth; Abe Choi (2015) USE OF NATIVE SOIL IN THE MSE STRUCTURES in GEO2015. Ottawa, Ontario: Canadian Geotechnical Society.

@article{514,author = Daniel Huang; David Fuerth; Abe Choi,title = USE OF NATIVE SOIL IN THE MSE STRUCTURES,year = 2015}