Modeling of Partially Cemented Soils in The Las Vegas Valley

Abstract

Unconfined Compressive Strength (UCS) teste were performed using a Tinius Olsen displacement controlled, hydraulically powered load frame. The equipment uses manual controls with digital output. Compressive strength testing was conducted in accordance with ASTM D7012. The strain rate was maintained as constant as possible and failure of test specimens never occurred before two [2] minutes nor after 15 minutes.