Toe Protection For H-Piles On Sloping Bedrock At Rainy River - Summary

Deep Foundations Institute
Jon E. Bischoff
Organization:
Deep Foundations Institute
Pages:
8
File Size:
2628 KB
Publication Date:
Jan 1, 1993

Abstract

Construction of a secondary clarifier on the banks of Rainy River, Northern Minnesota, required the driving of H-piles 14HP102 to a sloping, very strong bedrock through thick deposits of soft and medium stiff soils. Pile toe protection, APF Hardbite HP 77750, was specified to prevent damage to the pile toe and to enable the pile toe to bite into the bedrock surface. The toe protection worked well for bedrock sloping less than 2H:1V. However, where the bedrock was steeper, the piles experienced damage and failed to reach bearing. In most cases, the also the replacement pile failed. Pile Driving Analyzer measurements showed that on encountering the bedrock, the pile toe reflection, which at first was sound, deteriorated indicating pile toe damage. Extraction for visual inspection showed that the failed piles were bent and had deformed pile shoes. In areas of steeply sloping bedrock and for replacement piles, an alternative shoe, the Scanpile Herkules rock shoe, was employed. This pile shoe proved to be able to secure the pile toe into the rock and to eliminate the problem. The costs of the Herkules rock shoe considering price, shipping, and attaching, were about equal with the Hardbite shoe.
Citation

APA: Jon E. Bischoff  (1993)  Toe Protection For H-Piles On Sloping Bedrock At Rainy River - Summary

MLA: Jon E. Bischoff Toe Protection For H-Piles On Sloping Bedrock At Rainy River - Summary. Deep Foundations Institute, 1993.

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