Pile Driving in Heavily Overconsolidated Clays-Reference-Cited by-同舟云学术

Pile Driving in Heavily Overconsolidated Clays

Published:2022-04-25 Issue: Volume: Page:
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Container-title:Day 1 Mon, May 02, 2022
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Author:

Stevens Robert F.¹,Millan Carlos²,Gupta Umesh³,Park Gavin³

Affiliation:

1. Fugro USA Marine, Inc.

2. BHP

3. McDermott Inc.

Abstract

Abstract Results are presented for the driving of 48-in.-diameter open-ended piles in heavily overconsolidated clay for a fixed offshore platform located about 28 miles off the northeast coast of Trinidad. A comparison of observed and predicted blow counts, measured maximum driving stresses, the energy transmitted to the pile, and the soil resistance to driving for different damping factors are presented. The results of signal matching analyses also are presented.

Publisher

OTC

Link

https://onepetro.org/OTCONF/proceedings-pdf/doi/10.4043/31834-MS/2679151/otc-31834-ms.pdf

Reference34 articles.

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5. Casagrande, A. (1936), "Determination of the Preconsolidation Load and Its Practical Significance," Proceedings, First International Conference on Soil Mechanics and Foundation Engineering, Cambridge, Mass., Vol. 3, pp. 60–64.

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