Studying of rock slope stability for southeastern plunge of Bekhair anticline, North Iraq

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Mohammed Rashid Aboud
Ali Ismail Hassan

Abstract

The research aims to study rock slope stability for southeastern plunge of Bekhair anticline north Iraq which formations (Bekhme, Shiranish, Kolosh) are cropped out in the area and assessment all factors affecting on stability such as discontinuities. Engineering classification according to[1] and [2], attitude of beds, slopes and friction angle of marl through studying of (4) stations represented the types of failures, occurs or probable to occur. The study shows that the slopes in the area are parallel concordant and discordant while the failures including the main modes of failures such as (Rock fall) in stations (1,3) Toppling in station (4) plane sliding probable in station (2) in addition to rock rolling which sometimes follows the above mentioned modes of failure

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How to Cite
Mohammed Rashid Aboud, & Ali Ismail Hassan. (2020). Studying of rock slope stability for southeastern plunge of Bekhair anticline, North Iraq. Tikrit Journal of Pure Science, 25(4), 36–43. https://doi.org/10.25130/tjps.v25i4.269
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References

[1] Anon, 1972: The preparation of Maps and Plans in Terms of Engineering Geology, Quarterly Journal of Engineering Geology, Vol. 5, No.4, PP;293-382.

[2] Hawkins, A. B., 1986: Rock descriptions. Geological Society, Engineering Geology, Special Publication, No. 2, PP. 59-72.

[3] ALObiady, L., D. Y., 2005: Styding Engineering Geology of rock slope for formation Shiranish Kolosh Jurkas and Pilaspy in area Shaqlawa north Iraq ,thesis master, Collage of Science, University of Baghdad, p 127.(in Arabic)

[4] Tochmajy, A. A., 1994: Styding Engineering Geology of rock slope for mount south Hammren (area Al-sador), thesis master, College of Science, University of Baghdad, Baghdad Iraq, p126. (in Arabic)

[5] AL-Brifkani M. J., AL- Matloubi A. H., AL-Asadi, Y., M., 2012: The study of folding in Cretaceous and Tertiary Formations in Bikhair anticline through structural contour maps, College of Science, University of Basrah, Quarterly Journal national Iraq of Geology, No1,pp 73-94. (in Arabic)

[6] AL-Azaawi, N. Q., 1982: The study compare the Tectonic style fold of three area in simple fold zone in Iraq, College of Science, University of Mousel. (in Arabic)

[7] Anon., 1977: “ The description of rock masses for engineering purposes, Report by the Geological Society Engineering Group Working Party ” Quarterly Journal of Engineering Geology, Vol.10,pp.355-388.

[8] Ali, M. H., Hajab, B. R. and AL-Gassar, S. H., 1991: Engineering Geology, Special Publication university of mousel, university of Baghdad p576. (in Arabic)

[9] Najam AL-din, A.M., 2006: Geometrical Properties of limestone rock in area Isky Mousel, thesis master, Collage of Engineering, University of Mousel, p96. (in Arabic)

[10] ASTM- D, 2938-95.,(2004) “ Standard test methods for unconfined compressive strength of intact rock core specimens”3p.

[11] ISRM., (1979)“ Suggested Method for Determining the Uniaxial Compressive Strength and Deformability of Rock Materials” ISRM. Committee on Standarization of Laboratory Tests”. Int. J. Rock Mech. Min. Sci. & Geodesy. Abstr. Vol. 16. PP.137-140.

[12] ASTM, D 3080-03., 2004: Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions.

[13] AL-Saadi, S.N., 1981: A Method for Mapping Unstable Slopes with Reference to the Coastline of S.W. Dyfed, Wales, Unpub. PhD. Thesis, University of Bristol. 252P.