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Determining the Geotechnical Characteristics of Some Sedimentary Rocks from Iran with an Emphasis on the Correlations between Physical, Index, and Mechanical Properties

机译:着重于物理,指标和力学性质之间的相关性,确定伊朗一些沉积岩的岩土特征

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摘要

Geotechnical characteristics were assessed to correlate physical, index, and mechanical properties of twelve sedimentary rock samples of four rock types collected from northern and northwestern parts of Damghan, northern Iran. Mineralogical and physical properties of the rocks were determined from prepared specimens in the laboratory after the field investigations. Also, the selected rock samples were subjected to index and mechanical tests including P-wave velocity, Schmidt rebound hardness, slake durability, point load, Brazilian, block punch, and uniaxial compressive strength. Mineralogical studies by thin section and X-Ray diffraction methods indicated that the selected rock samples with different textures are mainly composed of quartz and calcite. The studied rocks had low to high dry unit weight, low to medium porosity and low to very high P-wave velocity. The rocks were classified as durable and very durable based on the slake durability index. They were very strong to extremely strong in point load index, weak to moderate in block punch index, and weak to strong in uniaxial compressive strength. So they were classified in different strength categories. The obtained correlations between different rock properties from regression analyses indicated that specific gravity and unit weights are affected by mineral content while the other characteristics including water absorption, primary wave velocity, Schmidt rebound hardness, slake durability index, point load index, Brazilian tensile strength, and block punch strength are controlled by the porosity of the rocks.
机译:评估了岩土特征,以关联从伊朗北部达姆甘北部和西北部收集的四种岩石类型的十二个沉积岩样品的物理,指数和力学性质。在实地调查后,从实验室中准备好的标本中确定了岩石的矿物学和物理性质。另外,对选定的岩石样品进行了指数和力学测试,包括P波速度,施密特回弹硬度,耐久性,点载荷,巴西,块冲和单轴抗压强度。薄层矿物学研究和X射线衍射法表明,不同质地的岩石样品主要由石英和方解石组成。所研究的岩石具有较低至较高的干重,较低至中等的孔隙度以及较低至非常高的纵波速度。根据耐久指数,岩石分为耐用和非常耐用。它们的点负荷指数非常强至极强,块冲头指数较弱至中等,单轴抗压强度也较弱。因此,它们被分为不同的强度类别。通过回归分析获得的不同岩石性质之间的相关性表明,比重和单位重量受矿物含量的影响,而其他特征包括吸水率,一次波速度,施密特回弹硬度,耐久耐用性指数,点载荷指数,巴西抗拉强度,冲击强度和块冲强度受岩石孔隙度的控制。

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