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The document presents research on the strain behavior of polymeric geogrids subjected to sustained and repeated loading when used as soil reinforcement. It establishes the existence of a "dynamic interlock mechanism" in addition to the well-known "static interlock mechanism". A series of in-air and in-soil tensile load tests were conducted on geogrid specimens to study this. The tests showed that geogrids experience both tensile and compressive strains under loading, and the strain magnitudes vary along the

Author

Raluca Ioana

Language

EN