Chapter 10
Static Slope Stability of Containment Systems
Publication: Geoenvironmental Engineering: Site and Contaminant Characterization, Containment Facilities, Solid Waste Materials, and Contaminated Ground Interventions
Abstract
This chapter presents guidelines and principles to guide geotechnical engineers in the planning, execution, and critique of slope stability calculations with an emphasis on slopes and modes of failure encountered in containment systems. It assumes that the geotechnical engineer conducting the analysis has completed coursework that includes some slope stability analyses and is conversant in engineering properties of soils. The chapter presents a set of principles for the engineer to consider when conducting slope stability analyses. Most slope stability analyses used in practice are limit equilibrium analyses that statically analyze driving forces and available resisting forces acting on a slope at the initiation of movement to compute a factor of safety. Containment systems offer even potential slip surface configurations owing to the construction of multiple layers of materials with differing properties. Soil reinforcement refers to constructing inclusions within the soil mass to improve the resistance of the slope to movement.
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Information & Authors
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Published In
Geoenvironmental Engineering: Site and Contaminant Characterization, Containment Facilities, Solid Waste Materials, and Contaminated Ground Interventions
Pages: 221 - 258
Editor: Dimitrios Zekkos, Ph.D., P.E.
ISBN (Online): 978-0-7844-8549-1
ISBN (Print): 978-0-7844-1623-5
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© 2024 by the American Society of Civil Engineers.
History
Published online: Jul 8, 2024
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