Case History On Pipe Pile Installation - Presented At An Associated Pile & Fitting Corp. GEO-Pile Conference San Francisco, CA

Deep Foundations Institute
Jerry F. Parola
Organization:
Deep Foundations Institute
Pages:
12
File Size:
373 KB
Publication Date:
Jan 1, 1986

Abstract

In current practice, pile foundation design is based on a general under-standing of pile-soil interaction during installation and superstructure-pile-soil interaction after construction. The pile design is a reflection of experience, precedent and judgment for normal piling practice of working load capacities up to approximately 100 tons with corresponding ultimate capacities up to 200 tons. For higher capacity piles, pile design is even less predictable. In particular, the feasibility of pile installation is an important design consideration that must be given the proper attention. An installation capability that is not given the required emphasis can cause unnecessary problems.
Citation

APA: Jerry F. Parola  (1986)  Case History On Pipe Pile Installation - Presented At An Associated Pile & Fitting Corp. GEO-Pile Conference San Francisco, CA

MLA: Jerry F. Parola Case History On Pipe Pile Installation - Presented At An Associated Pile & Fitting Corp. GEO-Pile Conference San Francisco, CA. Deep Foundations Institute, 1986.

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