Abstract
Abstract: In India there are different types of soils, and the most likely present soil is clay. The flexible pavement consists of different layers such as embankment, subgrade, GSB, WMM, DBM and BC. Sub grade is the layer which acts as the foundation for pavement. In order to use the cut and fill principle, available nearby lands are selected as the borrow area for making sub grade. In this situation, the soil may not be suitable for subgrade construction. Keeping this in view stabilization of weak soil in situ may be done with suitable stabilizers to save the construction cost considerably. In the present investigation agricultural waste materials like Rice Husk Ash (RHA) which is mixed with soil to study improvement of weak sub grade in terms of compaction and strength characteristics.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More From: International Journal for Research in Applied Science and Engineering Technology
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.