Year-end Sale % OFF 
Abstract
A road constructed on a subgrade of Keuper marl experienced failure in areas of cut following the trafficking of the road base by construction traffic. Laboratory tests carried out on the subgrade material subsequent to failure showed the material strength to be very sensitive to moisture content. This paper attempts to relate strength in terms of CBR to a non-dimensional condition index, based upon moisture content and plasticity index, so that comparison with similar materials can be made. For the covering abstract of the symposium see IRRD 286603. (Author/TRRL)
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: International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts
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.
