Abstract
Abstract This study aims to apply modified and parallel models to the study of the engineering properties of lateritic gravels. These two models; using the reduction in the maximum grain sizes, are based on the investigation of the in situ grain size distribution of lateritic gravels. The elastic moduli are also estimated by the differential scheme of composite materials in different proportions of laterite to gravels. The experimental results show that the modified model has a better prediction on both one‐dimensional compressibility and shear strength properties, whereas the parallel one is an effective model for the permeability characteristics. The elastic moduli predicted by the differential scheme are in good agreement with the experimental observations.
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.