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Retrofit-reinforcement of cohesive soil slopes using high strength geotextiles with drainage capability
Authors:T F Zimmie  A Pamuk  K Adalier  M B Mahmud
Institution:(1) Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY, USA;(2) Department of Civil Engineering and Engineering Mechanics, Columbia University, New York, NY, USA;(3) Department of Civil Engineering, Florida State University, Panama City, FL, USA;(4) Ikram Geotechnics Sdn Bhd., Selangor, Malaysia
Abstract:A series of geotechnical centrifuge physical modeling tests were performed to assess the potential use of a new cost-effective mechanically stabilized earth system for retrofitting marginally stable cohesive slopes. The proposed system utilizes the dual functions of reinforcement and drainage by directly inserting high strength non-woven geotextile strips into slopes, with little or no excavation required behind the slope face. The system significantly increases the factor of safety of potentially unstable cohesive slopes, and can be constructed at less expense and more rapidly than conventional mechanically stabilized earth systems.
Keywords:cohesive soil  geosynthetics  physical modeling  retrofit  slopes  soil reinforcement
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