Abstract
Abstract The results of measurements of axial strains in geogrids of two reinforced steep slopes and two retaining walls were uniformly interpreted. The stabilities of slopes and walls are analyzed using a method based on limit equilibrium. The method of analysis takes into account strains along boundaries of rigid wedges in addition to the forces considered by classical methods of limit equilibrium. However, the results obtained by the method remain only approximate due to necessity to introduce a number of simplifying assumptions.
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