Chapter
May 22, 2014
Deterministic and Probabilistic Slope Stability Applied to a Landfill Slope
Authors: Hari D. Sharma, Ph.D. [email protected], Fabrizio W. Settepani [email protected], and Brian C. Martinez, Ph.D. [email protected]Author Affiliations
Publication: Geoenvironmental Engineering
Abstract
This paper, for the first time, presents a practical case where the probabilistic slope stability approach has successfully been used to evaluate a Municipal Solid Waste (MSW) landfill slope that failed due to a combination of steeper slopes and high liquid levels. The results of this evaluation will benefit practicing landfill engineers in applying probabilistic theory to landfill design and operational practice. Conclusions are presented based on deterministic factors of safety (FS), reliability indices (β), and probability of failure (Pf) values. The β and Pf values are compared with the US Corps of Engineers' recommended values for slope performance. Results show that probabilistic methods can capture the behavior of highly heterogeneous slopes (such as MSW slopes) and can be used by landfill engineers to make design, construction, and operational decisions.
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© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
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ASCE Technical Topics:
- Construction engineering
- Construction methods
- Engineering fundamentals
- Engineering materials (by type)
- Environmental engineering
- Geomechanics
- Geotechnical engineering
- Landfills
- Materials engineering
- Mathematics
- Municipal wastes
- Pollutants
- Probability
- Recycling
- Slope stability
- Slopes
- Solid wastes
- Waste management
- Waste sites
- Wastes
Authors
Affiliations
Principal, Geosyntec Consultants, 1111 Broadway, Oakland, CA, 94607. E-mail: [email protected]
Senior Engineer, Geosyntec Consultants, 1111 Broadway, Oakland, CA, 94607. E-mail: [email protected]
A.M.ASCE
Senior Staff Engineer, Geosyntec Consultants, 1111 Broadway, Oakland, CA, 94607. E-mail: [email protected]
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