The direct cone penetration test (CPT) based pile design methods use the measured
penetrometer readings by scaling relationships or algorithms in a single-step process to …

Six methods to determine axial pile capacity directly from cone penetration test (CPT) data
are presented, discussed, and compared. Five of the methods are CPT methods that apply …

NCHRP synthesis 368 explores the current practices of departments of transportation
associated with cone penetration testing (CPT). The report examines cone penetrometer …

The rapid expansion of the offshore wind sector, coupled with increasing demand for high
rise structures, has placed renewed demand on the driven piling market. In light of this …

Twelve methods to determine axial pile capacity directly based on cone penetration test
(CPT) and piezocone penetration test (CPTU) data are presented, compared and evaluated …

The Engineering of Foundations, Slopes and Retaining Structures rigorously covers the
construction, analysis, and design of shallow and deep foundations, as well as retaining …

There are clear advantages in the establishment of reliable, direct cone penetration test
(CPT) based methods for assessment of the axial capacity of driven piles. These advantages …

Cone penetration tests are traditionally regarded as a major tool for geotechnical
investigations. This study, based upon interpretation of 234 cone penetration tests with pore …

The prediction of the shaft capacity of displacement piles in clay still relies wholly on
empirical or semiempirical approaches. This paper examines the predictive abilities of five …

This paper focuses on the piezocone (CPTU) test results and the related interpretation
procedures to predict ultimate pile load capacities of driven and jacked piles for the Jiangsu …