Abstract
Procedures for predicting and controlling the rate of construction of embankments on soft weak foundation soils are presented. Shear strength, the key factor in such problems, is related to consolidation and effective stresses in the foundation soil. An illustrative example of a hypothetical embankment stability problem follows, and the assumptions used in such an analysis are discussed.
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 callMore From: Journal of the Soil Mechanics and Foundations Division
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.
