San Francisco International Airport Air Traffic Control Tower Pile Foundations

Deep Foundations Institute
Brian R. Zuckerman Stephen K. Harris Philip J. Meymand Danielle M. Steinmetz Camilo A. Alvarez
Organization:
Deep Foundations Institute
Pages:
11
File Size:
900 KB
Publication Date:
Jan 1, 2017

Abstract

"The sleek new air traffic control tower at the San Francisco International Airport stands at 221 feet tall and is set to replace the existing air traffic control tower by 2016. This aluminum-clad, torch-like structure and three-story Integrated Facilities Building at the base are situated between Terminal 1 and Terminal 2 adjacent to the tarmac. Berkel & Company Contractors, Inc. and Simpson Gumpertz & Heger Inc. worked in conjunction with structural engineers from Walter P. Moore Engineers and Consultants, geotechnical engineers from URS Corporation, architects from Fentress Architects, and general contractors from Hensel Phelps Construction Company on the performance-based design of a foundation to support this critical facility, which is located in a high seismic zone and situated on the very soft soil of the San Francisco Bay margin. With the loading demands and performance criteria established and Young Bay Mud thicknesses ranging from 44 to 47 feet thick across the site, the design team employed a total of 214 24-inch diameter Auger Pressure Grouted piles, which were drilled into the underlying Franciscan Formation as deep as 148 feet below existing grade. Pile reinforcement included full-length confined cages.The piles were designed to resist Maximum Considered Earthquake axial demands as high as 1,400 kips in compression and 700 kips in tension. The performance-based pile design included verification of shear capacity under double-plastic-hinge flexural mechanisms, verification of pile ductility via non-linear moment-curvature analyses, and consideration of curvatures due to kinematic as well as inertial loading.The team implemented an extensive pile load test program including a full-scale static compressive load test on a sacrificial test pile and five non-destructive high-strain dynamic load tests, four of which were performed on indicator piles that were later used as part of the foundation system. These piles were monitored with extensive embedded instrumentation throughout their length, including strain gauges and accelerometers."
Citation

APA: Brian R. Zuckerman Stephen K. Harris Philip J. Meymand Danielle M. Steinmetz Camilo A. Alvarez  (2017)  San Francisco International Airport Air Traffic Control Tower Pile Foundations

MLA: Brian R. Zuckerman Stephen K. Harris Philip J. Meymand Danielle M. Steinmetz Camilo A. Alvarez San Francisco International Airport Air Traffic Control Tower Pile Foundations. Deep Foundations Institute, 2017.

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