Behavior and Design of Gravity Earth Retaining Structuresby J. Michael Duncan,
G. Wayne Clough,
Robert M. Ebeling,
Abstract: This paper summarizes recent research on the soil-structure interaction of gravity earth retaining structures and provides new design procedures for these structures. The procedures currently used for designing new structures and evaluating the safety of existing structures are conventional equilibrium methods. However, the conditions of equilibrium are insufficient for a complete analysis of the soil-structure assumptions regarding the loading and resisting forces that act on these structures. For example, field studies and finite element analyses have shown that sand backfills and gravel backfills exert downward shear loads on the back of the gravity retaining walls founded on rock. This shear force acts to stabilize the wall and is not included in traditional equilibrium methods of analysis, leading to excessive conservatism. This is evident from several cases which current equilibrium methods indicate that stable walls are on the verge of failure.
Subject Headings: Retaining structures | Soil structures | Equilibrium | Structural safety | Shear forces | Field tests | Finite element method | Backfills
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