Contribution of Soil Freeze to Pile Capacityby Robert G. Lukas, STS Consultants Ltd, United States,
Ted D. Bushell, STS Consultants Ltd, United States,
Document Type: Proceeding Paper
Part of: Foundation Engineering: Current Principles and Practices
Abstract: In order to investigate the magnitude and rate of increase in load capacity for piles installed in clayey soils, a series of load tests were performed at various intervals of time following initial driving. This paper presents a procedure for estimating the gain in adhesion for piles driven into clayey soils in the Chicago area. This information can then be used with procedures that predict pile capacity at the time of driving such as the wave equation or pile dynamic analyzer to predict the eventual long-term capacity of a pile.
Subject Headings: Frozen soils | Pile tests | Clays | Load bearing capacity | Load tests | Penetration tests | Soil dynamics | Piles | Soil analysis | North America | Illinois | United States | Chicago
Services: Buy this book/Buy this article
Return to search