Abstract
A method proposed for determining the safety factor against wall collapse of a circular, unbraced excavation in a homogeneous soft clay is extended to account for a varying strength profile. A trial analysis indicates that the calculated safety factors correspond to variable local (i.e., Detroit) field experience.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: 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.