Stability analysis of a wall made of continuous thread reinforced soil

DOI10.1016/0093-6413(94)90016-7zbMATH Open0820.73028OpenAlexW1965996697MaRDI QIDQ1804383

L. Verzura

Publication date: 10 September 1995

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0093-6413(94)90016-7

zbMATH Keywords

upper bound theoremmacroscopic strength criterionfriction anglekinematic approachfailure mechanismsyield design theoryanisotropic cohesionmaximum resisting work

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Fracture and damage (74R99) Soil and rock mechanics (74L10)

Related Items (3)

WALL STABILIZATION IN MINES BY SPRAY-ON LINERS ⋮ Stability analysis of membrane-reinforced curved Earth retaining walls, using a multiphase approach ⋮ A counterfort versus a cantilever retaining wall—a seismic equivalence

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