ANALYTICAL MODEL OF PROGRESSIVE SLOPE FAILURE IN WASTE CONTAINMENT SYSTEMS

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199601)20:1<35::AID-NAG806>3.0.CO;2-B" /><35::AID-NAG806>3.0.CO;2-B 10.1002/(SICI)1096-9853(199601)20:1<35::AID-NAG806>3.0.CO;2-BzbMath0860.73055OpenAlexW2040226354MaRDI QIDQ5689613

Barry E. Moses, James H. Long, Robert B. Gilbert

Publication date: 7 January 1997

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199601)20:1<35::aid-nag806>3.0.co;2-b

zbMATH Keywords

strain softeninglimit equilibrium analysisinterface resistanceslope geometrywaste stiffness

Mathematics Subject Classification ID

Fracture and damage (74R99) Soil and rock mechanics (74L10)

Uses Software

• UDEC

Cites Work

• Pile capacity in a softening soil

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