The responses of the individual base and side components of O-cell load tests on drilled shaft foundations can be evaluated within an elastic continuum framework using results from seismic piezocone tests (SCPTu). The SCPTu is an optimal means for collection ...

This report explores the current practices of departments of transportation associated with cone penetration testing (CPT). The report examines cone penetrometer equipment options field testing procedures CPT data presentation and geostratigraphic profiling ...

The paper presents the data and discousses the various methods of determining pile capacity and addresses influence of set up.

Laboratory and field measurements of the small-strain shear modulus of a Piedmont residual soil were compared to gain a better understanding of mechanisms affecting stiffness. Resonant column tests were performed to study influences of void ratio, overconsolidation ...

For this research effort, in-situ penetration tests have been performed at a number of test sites in the heart of the Mid America earthquake regions. Testing areas include Charleston SC, Memphis TN, West Memphis AR, Blytheville AR, Steele MO, and Caruthersville, ...

An analytical solution is presented for interpreting the coefficient of consolidation from piezocone dissipation tests in clayey and silty soils, based on principles of cavity expansion theory and critical-state soil mechanics. This solution accommodates the ...