Abstract

We study the stability of bedrock in a neighborhood of two parallel horizontal excavations of circular cross section using the variational method of solution with subsequent choice of coordinate functions in closed form or application of the finite element method. We give the values of the critical load as functions of the length of the bridge between the excavations. Three figures. Bibliography: 6 titles.

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 call

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.