Laboratory Assessment for Filling Materials Used for Construction Kasha Chai Embankment /Kirkuk /Iraq
Article Sidebar
Main Article Content
Abstract
Laboratory evaluation has been done , for raw data results of test and analysis for fine soil( filling materials) which it using in core construction dam, also to coarse soil (cover soil) for the same dam , according to International (American, British) & Iraqi standers.
The treatment for fail raw data results are done, with blending many times river sand washing &cleaning, passing sieve (2) mm by using fineness equations (1,2) as, (25%) sand and (75%) fine soil, which it be concerned with American standard (fig. A, for filling materials), also blending many times river sand (15%) with (85%) coarse soil, it become concerned with American standard (Fig. B, for coarse soil) , anthers properties , concerned with world standards.
Article Details
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.
References
[1] Sissakian, V .K., Faude, S.F., 2000, Generalized
Geomorphological Map of Khas'sa Soo, Tawooq Soo
and Tuz Chai, Journal of Environmental Sciences.
[ 4 ] Jassim, S.Z. and Goff, J. C.(2006) Geology Of
Iraq, Dolin, Prague and Moravign Museume Brno
(Pub), 525 P.
[ 5 ] American Society for Testing and Materials (A
.S.T .M, D-422-63 ,2004) Standard Test Method for
Particle –Size ( Mechanical &Wet Analysis) of Soils.
[ 6 ] American Society for Testing and Materials (A
.S .T .M, D-4318-93, 2004) Standard Test Methods
for Liquid Limit, Plastic Limit and Plasticity Index of
Soils .
[ 7 ] American Society for Testing and Materials (A
.S .T .M ,D-1557, 2004 )Standard Test for Laboratory
Compaction Characteristics of Soil Using Modified
Effort , P1-5
[ 8 ] American Society for Testing and Materials (A
.S .T .M, D- 1883-99 , 2004) Standard Test Method
for C.B.R. (California Bearing Ratio) of Lab .
Compacted Soils p1-8
[ 9 ] American Society for Testing and Materials (A
.S .T.M, Earth Manual, E8, 2004) Standard
Specification for Materials of Soluble of Solid Salts
of Aggregate, Vol. P1-3.
[ 10 ] B .S. 1377; 1990: Method of determination of
Organic matter in Aggregate .
[ 11 ] U .S .Bureau of Reclamation Manual, (1953).
Land Classification, (Fill Type (A), Fill Type (B)).
Vol. V, Part 2.