Correlation study some dynamic properties with density, point load Index and Uniaxial compressive strength of some units of Mukdadya (lowerBakhtiari) Formation
DOI:
https://doi.org/10.25130/tjps.v22i6.795Abstract
Geotechnical study conducted upon 10 rock samples have been taken from outcroup of Mukdadiya Formation (Lower Bakhtiari) which are located in Kirkuk anticline. Seismic wave velocities (shear and compressional), the dynamic modulus of rigidity, young, bulk and poisson's ratio, density, point load index test and uniaxial compressive strength test were measured of the rock samples in the laboratory. The dynamic properties values were correlated with geotechnical properties inculding uniaxial compressive strength, point load index and dry density. The rock samples have low to medium seismic velocites and very weak to weak mechanical strength. The mathematical relations showed a good correlation coefficient between the dynamic and geotechnical properties of the rock samples, that confident relations could use to estimate the geotechnical properies in the field by measuring sciesmic wave velocities in any future engineering projects.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Tikrit Journal of Pure Science
This work is licensed under a Creative Commons Attribution 4.0 International License.
Tikrit Journal of Pure Science is licensed under the Creative Commons Attribution 4.0 International License, which allows users to copy, create extracts, abstracts, and new works from the article, alter and revise the article, and make commercial use of the article (including reuse and/or resale of the article by commercial entities), provided the user gives appropriate credit (with a link to the formal publication through the relevant DOI), provides a link to the license, indicates if changes were made, and the licensor is not represented as endorsing the use made of the work. The authors hold the copyright for their published work on the Tikrit J. Pure Sci. website, while Tikrit J. Pure Sci. is responsible for appreciate citation of their work, which is released under CC-BY-4.0, enabling the unrestricted use, distribution, and reproduction of an article in any medium, provided that the original work is properly cited.