伊拉克东北部基尔库克Sikanian地区选定位置岩石的工程性质评估

E. Shaker, B. Othman
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引用次数: 0

摘要

本研究包括对西卡尼地区中新世—上新世和第四纪沉积物的一些地质性质的研究。研究区位于基尔库克省东北部。这些样本是从四个地点收集的。在室内对岩样进行了含水率、干密度、孔隙率、地震波速度、单轴抗压强度等试验。岩石物理测试结果表明,储层干密度为(1.38 ~ 2.58)gm.cm -3,孔隙度为(13.2224.5)%。单轴抗压强度结果在(6.71 ~ 52.45)Mpa之间,砂岩的地震速度高于粘土岩的地震速度,且动力特性与力学特性呈良好的正相关关系,该关系可用于在没有标准样品的情况下,寻找并提取西伯利亚地区砂岩和粘土岩的单轴抗压强度值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Engineering Properties of Rocks from Selected Location from Sikanian Region-Kirkuk / NE Iraq
The research included the study of some Geotechnical properties of selected Locations from the Sikanian region, which is Miocene – Pliocene and quaternary deposits. The study area located in the northeastern part of kirkuk governorate. The samples were collected from four sites. Moisture content, dry density, porosity, sciemic wave velocity, and uniaxial compressive strength tests were conducted of the rock samples in the laboratory. The results of petrophysical tests showed that the Dry Density ranged between (1.38-2.58) gm.cm -3 and Porosity between (13.2224.5)%. The uniaxail compresive strength results ranged between (6.71-52.45) Mpa The seismic velocity of the sandstone was higher than the seismic velocity of the claystone and showed a good positive correlation between Dynamic and Mechanic properties, This relation can be used to find and extract Uniaxial compressive strength values for sandstone and claystone of Sikanian region in the case of absence of standard sample.
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