Barry M. Lehane
Perth
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Effect of Failure-Inducing Cyclic Loading on Pile Capacity in Sand
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
CPT-Based Axial Capacity Design Method for Driven Piles in Clay
Abstract 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 motivated the formation of a joint industry project (JIP) under the management of the Norwegian Geotechnical Institute (NGI), which initially led to the creation of a unified database of high-quality pile load tests in sand and clay.
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