Abstract
The use of energy obtained from stress-wave measurements in the Hiley Formula to assess load carrying capacity of steel H-piles is discussed. It has been tried out on 566 piles and the predicted results are compared with those obtained by CAPWAP analysis and actual static load tests. The results show that the Modified Hiley Formula tends to overestimate the ultimate pile capacity by varying degrees.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
