Abstract
The remediation of earthen dams is of growing interest worldwide. Plastic Concrete cut-off walls hereby provide an effective method to control dam seepage. However, Plastic Concrete material behaviour is not yet thoroughly understood. The review presented here confirms that Plastic Concrete may be consiered to be a low-strength, low-stiffness impervious concrete with high deformation capacity under load, but also supports the need for further investigations into the mechanical and hydraulic material properties. This review provides an important opportunity to advance in the understanding of the material behaviour of Plastic Concrete and make a contribution towards a more realistic design of Plastic Concrete cut-off walls.
Published Version
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.
