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Field study of the basalt rocks indicate in Jaubet-AL Dilbe that casts basalt in the field consist of tuffit, pyroclastic Sometimes consist of porphyric coarsebasalt with lava structure and brescia of tufa ,which contain a lot of surrounding rocks as lime stone and dolomite. The basalt mass noting the presence of dykes in search area incisor squad pyroclastic. The basalt color is light gray to dark gray. It is form the following petrographical kinds: olivine basalt, olivine augite basalt, olivine plagioclase basalt, plagioclase basalt. As for the lapilli consist of basalt (olivine basalt olivine vascular basalt and plagioclase basalt)
Palaeomagnetism and some magnetic and physical properties (magnetic susceptibility, intensity of the Natural Remnant Magnetization (NRM), ac current electrical conductivity and density) of 136 samples from 22 sites of the Yemen Volcanic Group TKY (Tertiary and (or) Cretaceous) from igneous rock exposures along the road from Sana’a – west towards Al-Hudyadah were studied. A single population consists of seven Virtual Geomagnetic Poles (VGP), of the Upper Oligocene, was accepted and a mean at 182.81° E, 77.44° N with α95= 12.5° was calculated. The different properties were measured in order to use these properties as characteristic factors to discriminate the neighboring igneous flows. The measurement of the in situ magnetic susceptibility of 140 points, distributed on 7 sub-areas, in the region helped to calculate the mean value of the magnetic susceptibility of each sub-area, which might be used in any magnetic interpretation of aeromagnetic or magnetic anomalies. Also, the density of 132 samples were measured and a mean value of the density of each sub-area was calculated in order to be used in any future interpretation of any gravity anomaly in the area.
The aim of this study is to use the measured values of the magnetic susceptibility in the classification of the basaltic rocks and their different differentiation degrees as an additional discrimination factor to the geochemical analyses, which we re applied on the basalts of southern and southeastern Syria. So the magnetic susceptibility of ٢٠٤ specimens sampled from all the ٧ basaltic groups in Qasr Shbeeka area in addition to ٦٢ specimens sampled from three groups from outside the studied area were measured. This led to the determination of all the magnetic susceptibility ranges, their mean values and their standard deviation of the basaltic rocks in the area.
This paper Presents a Petrographic and geologic study of basaltic rocks in( Hrbet AL-Sindian). which is part of the Diaeremes to the plosirelacune Qardah district .In study, We identify the type of Cretaceous and Neogene basalt rock in the studied area.
This study deals with the basaltic rocks spread in Sheen Volcanic Hill. Where the studies have signified that these volcanic eruptions are an extrusive emergences, come from Sheen Barsheen Volcano, which Were poured as basaltic casts of declinatio ns towards the east, separated by lateritic separations, date back in origin to the end of late Miocene- Pliocene of big thicknesses near the rifting line, over 800 m, thick.
This paper studies a practical laboratory process of the possibility of benefiting from an important resource of the natural resources available in the country, namely "Basalt" which is found in large quantities in the southern region (As-Suwayda) to demonstrate how much it meets the requirements of Standard Specifications for use in the manufacture of concrete by testing five design mixtures of concrete , of which the cubic dimensions are (15% x 15) cm and the cylindrical dimensions are (15 * 30 cm) with different percentages of the basaltic and dolomitic calcareous compounds used in them as follows: (0% basalt and 100% lime),( 25% basalt and 75% lime) , (50 % basalt 50 % lime) (75% basalt 25% lime), (100%basalt and 0% lime) on the strength of pressure and tensile strain by Splitting and Moduls of Elasticity of ages (28-7-3) days, and its effect on the behavior of Reinforced Structural Elements susceptible to shear and Bending through testing Reinforced beams of dimensions (16 × 12 × 200) cm on shear, Bending and cracking Moduls (Coefficient) with ages of (14-28) days.
This paper studies a practical laboratory research of the possibility of utilizing the natural resources available in the country, namely Basalt, which is available in large quantities in the southern region (Al-Suwayda) in order to demonstrate the extent to which it meets the requirements of standard specifications for use in the manufacture of (Reinforced) concrete by means of testing the resistance of pressure and tensile by splitting and the elasticity coefficient of hardened (rigid concrete) at Different ages (3-7- 28) days. As a result, pressure resistance tests increased by approximately 20 % with the maturating period progress of concrete mixtures. The pressure resistance of concrete mixtures prepared using basalt pebbles was approximately 18% higher than the pressure resistance of concrete formed usingcalcite(calcareous) pebbles in ages above 7 days There was also a slight decrease of 8% in the split tensile resistance of the studied samples prepared with basalt minerals , compared with the samples prepared using calcite (calcareous) pebble and this resistance increases over time . As for the elasticity coefficient , a 20% increase in the elasticity coefficient of the concrete was noticed with the maturating of the concrete mixtures compared to the referential mixture.
تم تحضير إثنا عشر مقطعاً تمثل المنطقة المدروسة في ضهر القصير ( حمص) لتحقيق الهدف من هذه الدراسة وتم وصفها مورفولوجياً وجمعت العينات الترابية من آفاق كل مقطع بشكل منهجي وجرى تحليلها مخبرياً
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هل ترغب بارسال اشعارات عن اخر التحديثات في شمرا-اكاديميا