Abstract
The paper deals with the problem of bearing capacity of reinforced soil retaining walls. First, some results of small scale experiments are presented and discussed. Then, theoretical analyses of the problem are performed on the basis of a rigid-plastic model of reinforced soil and limit theorems. Fairly good agreement between experimental data and theoretical predictions suggests that the results obtained can be useful in engineering calculations and design of geotextile reinforced retaining walls. Numerical examples of practical importance are also shown.
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.
