A new hyperbolic model for generating P-Y curves is developed for use in lateral analyses of cemented soils (a C-φ soil with both cohesive intercept and friction angle), and includes degradation of the static loading soil response to model the effects of load ...

This paper describes the results of a detailed analysis of a loess deposit at the deep foundations test site established by the Kansas Department of Transportation. Multiple CPT, SPT, and pressuremeter tests were conducted as part of the investigation. This ...

Full scale lateral load testing of drilled shafts are presented in loess material