...S. K. Shukla; R. Kumar This Technical Note presents the derivation of an expression for the factor of safety with respect to the overall slope stability of a prestressed geosynthetic-reinforced embankment resting on soft ground. A detailed parametric study is carried out to observe the effect...

...H.S. Roh; F. Tatsuoka A series of plane strain compression (PSC) tests was performed to evaluate effects of preloading and prestressing on the stress-strain properties of reinforced saturated relatively soft clay. Saturated specimens of compacted clay, either unreinforced or reinforced with two...