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Publications by [Vallejo L. E. ]

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The study involved a laboratory and a theoretical analysis designed to understand whether the use of short fibers increases the shear strength of fissured clays. The laboratory experiments involved the direct shear testing of reinforced and unreinforced clay ...
Reference: TRR 1474 - Mechanically Stabilized Backfill and Properties of Geosynthetics and Geocomposites