Commentary to: Prediction, Testing, and Analysis of a 50 M Long Pile in Soft Marine Clay-Journal of the Deep Foundations Institute, 13(2) 1-7

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This paper presents an excellent illustration of the best practice for installation and testing of a long displacement pile in soft clay to minimize installation disturbance. This loading test is also a good case study for the application of the SHANSEP-based approach described by Saye et al. (2013) and corresponding LRFD calibration of the SHANSEP-based approach by Stuedlein et al. (2020).

Saye, S. R. & Stuedlein, A. W.

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