Abstract
The present paper is focused on using some of the geotechnical properties to assessment of liquefaction of Al-Nasiriya city soil. Four site have been selected along both sides of Euphrates river, The geotechnical properties were used to separate soils that may be classified as susceptible to liquefiable from those non liquefiable. The criteria which are used in this study included effect of plasticity, natural moisture content, clay content, and voids ratio on the liquefaction susceptibility of soil. This study shows that 91% of soil samples lie within cyclic mobility zone depending on plasticity chart while according to natural moisture content and clay content, 100% and 81% of soil samples were classified as non-liquefiable soils.
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: Periodicals of Engineering and Natural Sciences (PEN)
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.
