Drilled Shaft Load Testing during Design
Publication: IFCEE 2021
ABSTRACT
Rock-socketed caisson design is governed by the side resistance and end bearing of the rock. In Philadelphia and many other regions, upper limits are set on the allowable design based on presumptive values together with unconfined compressive strength test results on intact rock specimens. When locally assigned upper limits are applied to the Wissahickon mica schist in Philadelphia, the length of the rock socket would be as long as 10 m (33 ft) under the maximum design load of 88,520 kN (19,900 kips) for a 49-story building. In order to optimize the socket design, an Osterberg cell load test of a rock-socketed caisson was planned and successfully completed during the design phase. As a result, a significant reduction was achieved in the rock socket lengths by increasing the allowable side resistance from 0.9 to 1.4 MPa (10 to 15 tsf) and the end bearing from 4.8 to 12.5 MPa (50 to 130 tsf). This case study illustrates the importance of understanding the unique aspects of the site geology such as degree of weathering, top of rock, and metamorphic texture variations, in terms of local presumptive strengths, and how that justified performing a very expensive test even though the outcome could not be guaranteed. It also highlights the importance of foliation or schistosity and fracture dip angle in characterizing the rock mass and their influence on the unconfined compressive strength of the rock cores. Without such an understanding, making the case for the load test would have proved very difficult during design.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Berg, T. M., W. E. Edmunds, A. R. Geyer, A. D. Glover, D. M. Hoskins, D. B. MacLachlan, S. I. Root, W. D. Sevon, and A. A. Socolow. (1980). “Geologic Map of Pennsylvania: Pennsylvania Geological Survey, 4th Ser.” Map 1:3.
Fergusson, W. B., and E. F. Glynn. (1988). “A Foundation Failure in Philadelphia.” International Conference on Case Histories in Geotechnical Engineering. St. Louis, MO, 1293-1296.
GeoStructures, Inc. (2014). Final Geotechnical Investigation Report. FMC Tower at Cira Center South, Philadelphia, PA.
Greer, David M., and William S. Gardner. (1986). Construction of Drilled Pier Foundations. Wiley Series of Practical Construction Guides, Wiley, New York, NY.
Loadtest USA. 2014. Report (LT-1343) on Drilled Shaft Load Testing (Osterberg Method). Cira Tower, Philadelphia, PA.
Osterberg, Jorj O. (1998). “The Osterberg Load Test Method for Bored and Driven Piles the First Ten Years.” In Proceedings of the Seventh International Conference & Exhibition on Piling and Deep Foundations, 1–17.
Pells, P. J. N., and R. M. Turner. (1979). “Elastic Solutions for the Design and Analysis of Rock-Socketed Piles.” Canadian Geotechnical Journal 16 (3): 481–487.
Pennsylvania Department of Conservation and Natural Resources (PA DCNR) (1995). “Physiographic Provinces of Pennsylvania.” Map 13.
Woodward, Richard J., William S. Gardner, and David M. Greer. (1972). Drilled Pier Foundations, McGraw-Hill, New York, NY.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Published online: May 6, 2021
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.