Geotechnical properties of soil for selected sites in Kirkuk city

Main Article Content

Mahammed Rashid Abboud
Ahmed Abdel -Hamid al-Obeidi
Manal Samir kader

Abstract

The research includes finding geotechnical properties of soil for four different sites in the Kirkuk city is (Al- Fayliq, Al-askary Al-hijaj, Al-moalymeen), physical Tests showed that the soil in most of moisture content sites ( Mc) between (4 -10.5%), while showing the results of specific gravity (Gs) ranging between (2.65-2.73), and the results of grain size analysis of the soils in the study area was observed, (Silt) about (63.28%) Based on the results of atterberg limits has revealed that the type angle of the  soil is, a (ML) in all study areas, while the results of engineering tests showed that the of internal friction values ​​ranged between (27-33)degree and cohesion between (0.32-1.3 kg \ cm2), While the results of the  consolidation in the study area strength ranged are Po (3.38-3.98 kN / m2), Pc (85-110kN / m2), eo (0.397-0.646 %), Cc, (0.148-0.180) Cr,(0 .032-0.036 ), and O.CR the chemical analysis show low gypsum ratio , low organic content and base type with low content of soluble salts the minerals study of the soils using X-ray diffracation in the study areas and showed low clay minerals as well as it contain non- clay minerals such as Quartz calcite  and feldspar

Downloads

Download data is not yet available.

Article Details

Section

Articles

How to Cite

Geotechnical properties of soil for selected sites in Kirkuk city. (2023). Tikrit Journal of Pure Science, 21(4), 97-105. https://doi.org/10.25130/tjps.v21i4.1060

References

2 - Sissakian, V.K., 1993, The Geology of Kirkuk

Quadrangle, states. Establishment of Geological

survey and mining Geosurv, Report no, c-2229

3 - ASTM D2216-80-( 2004 ) Standarl Test Method

For Moisture Content.

4- ASTM, D-854-02., (2004): Standard Test Methods

for Specific Gravity of Soil Solids by Water

Pycnometer.

5 - ASTM, D -422-63 .,(2004): Standard Test Method

for Particle-Size Analysis of Soils.

6- ASTM, D- 4318-00.,(2004): Standard Test

Methods for Liquid Limit, Plastic Limit, and

Plasticity Index of Soils7p.

7- ASTM, D -3080-03.,(2004): Standard Test Method

for Direct Shear Test of Soils Under Consolidated

Drained Conditions.

8 - ASTM- 2435 (2004): Standard Test Methods for

One-Dimensional Swell.

9- Handbook No.60, (1959), Diagnosis and

Improvement of Saline and Alkali Soil, Agric. US

Department of Agriculture (USDA), Washington, D.C.

12- Das, M. Braja.,1982: Soil Mechanics Laboratory

Manual, The University of texas at El paso.

15- Masson, B,. 1966, Principle of Geochemistry, 3rd

Ed., John Wiley and sous New York, 310p.

16- Grim, R.E., 1968, Clay Mineralogy, 2nd edition

MC Grow Hill, New York, 596p.

17- Millot, G., 1970, Geology of clay, Springer

Verlag Pub. New York, 429p.

Similar Articles

You may also start an advanced similarity search for this article.