Abstract
Results of investigations of correlation relations between the strength φ and c and static-penetration data on soils of the glacial system are cited. Equations for determination of φ and c with respect to the specific resistance of the soil to the cone of the probe and in the friction coupling are obtained on the basis of the processing of research data with allowance for type of soil.
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.