Design Methodology for Stabilizing Slopes using Recycled Plastic Reinforcement
Publication: Geotechnical Engineering for Transportation Projects
Abstract
Surficial slope failures, or nuisance slides, constitute a significant economic and manpower burden for many transportation agencies due to the frequent and recurring nature of the slides. A new method for stabilizing surficial slides using reinforcement manufactured from recycled plastics is being developed to provide agencies with a cost-effective alternative for stabilizing these slopes. As a part of this development, a design procedure has been established that draws upon previous experience with more conventional reinforcing materials such as concrete and steel, but with modifications to account for the reduced strength and stiffness of plastics. The design method follows a limit state design approach wherein a number of different limit states are considered, including failure of the reinforcing members, to establish the resisting force provided by the reinforcement. In this paper, the general design method is presented followed by more detailed coverage of each of the specific limit states that are considered in the design. Several design issues that remain to be addressed are also discussed.
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Copyright
© 2004 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Analysis (by type)
- Continuum mechanics
- Deformation (mechanics)
- Design (by type)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Failure analysis
- Geomechanics
- Geotechnical engineering
- Limit states
- Materials engineering
- Plastic design
- Plastics
- Recycling
- Sliding effects
- Slope stability
- Slopes
- Solid mechanics
- Structural design
- Structural mechanics
- Synthetic materials
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