Abstract
SYNOPSIS This is a report of theoretical and experimental research on the settlement and the bearing capacity of pile. A formula concerning the settlement of a friction pile is introduced with the theory deduced from a rheological standpoint. Then applying the formula, a new measuring method of the critical bearing capacity of pile is derived. The bearing capacity thus derived well agrees with the results of pile tests both in laboratory and field. This method is known to be applicable not only to the friction pile but also to other types of pile supported in soil.
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.
