Abstract
This study is an attempt to examine proper usage of GGBS in the field of Civil Engineering to reduce existing dumping problems and escalate the geotechnical properties of inadequate soil. According to laboratory findings, certain soil qualities that were treated with MgO and GGBS at specific concentrations exhibited remarkably beneficial changes when compared to natural soil. The compressive strength value of modified soil improved, showing increase in the bearing capacity of treated soil The increased CBR value of modified soil both in soaked (4 days) and unsoaked condition indicates the economical designing of flexible pavement by reducing the thickness of base and subbase layers.
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 callMore From: IOP Conference Series: Earth and Environmental Science
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.
