Case History: Augered Cast-In-Place Piles For The Pittsburgh International Airport Midfield Terminal

Deep Foundations Institute
Randy R. Huberty
Organization:
Deep Foundations Institute
Pages:
18
File Size:
2513 KB
Publication Date:
Jan 1, 2001

Abstract

Although originally designed with deep foundations consisting of all driven steel H piles and drilled caissons, a unique application of Augered Cast-in-Place (ACIP) piles as an alternate design resulted in a significant cost savings for the Midfield Terminal Project at the Pittsburgh International Airport. The project was enormous in scope covering an area two miles long by one mile wide, with changes in elevation of over 200 ft. The varying geology combined with the large amounts of fill required resulted in a complex set of geotechnical design parameters that had to be evaluated through both load testing and analyses. A total of almost 400,000 lineal feet of ACIP piles were installed for this project.
Citation

APA: Randy R. Huberty  (2001)  Case History: Augered Cast-In-Place Piles For The Pittsburgh International Airport Midfield Terminal

MLA: Randy R. Huberty Case History: Augered Cast-In-Place Piles For The Pittsburgh International Airport Midfield Terminal. Deep Foundations Institute, 2001.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account