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This document discusses the suppression of soil dilation in soil-geosynthetic composites. It presents field-scale experiments measuring the volume change behavior of reinforced and unreinforced soils. The reinforced soils exhibited less dilation than the unreinforced soils, as characterized by a smaller angle of dilation. Finite element modeling was also used to examine how reinforcement spacing, stiffness, and soil stiffness affect the volume change behavior. The results suggest suppression of soil dilatio

Author

Nandi Varman

Language

EN