Drilled Piers In The Piedmont - Introduction

Deep Foundations Institute
Stanley A. Schwartz
Organization:
Deep Foundations Institute
Pages:
12
File Size:
1567 KB
Publication Date:
Jan 1, 1988

Abstract

In the Piedmont, heavily loaded structures are generally supported by either drilled piers or one of several pile types. The choice of drilled piers or piles is typically one of comparative costs. The cost of a drilled pier foundation is usually the more difficult to predict because of the greater impact that variable conditions and construction monitoring have on cost. Poor specifications, related to the drilling equipment, procedures and bearing level, can also result in large cost extras. In the southern Piedmont, straight shafts are typically extended down to hard rock to achieve primary support in end-bearing: when bells are required, they are often constructed manually. In some eastern and northern Piedmont locations the thickness of the decompossed rock zone is significant and considerable skin friction can be mobilized. Typically piers are constructed in holes temporarily cased with steel liners. The bottom is cleaned of loose material and water, and then evaluated by a geotechnical engineer to confirm the design bearing pressure (and friction, where appropriate) or recommend alternative construction measures.
Citation

APA: Stanley A. Schwartz  (1988)  Drilled Piers In The Piedmont - Introduction

MLA: Stanley A. Schwartz Drilled Piers In The Piedmont - Introduction. Deep Foundations Institute, 1988.

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