Geotechnical and geological characterization of the Meskani Mine Complex, Yazd Block, Central Iran: A multidisciplinary study

Ahmad Adib , Pooria Kianoush
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Abstract

The Meskani Mine Complex in Central Iran presents significant challenges due to its complex geological and geotechnical characteristics, which can impact mining operations and structural integrity. This study aims to provide a comprehensive geotechnical and geological assessment of the site, focusing on soil and rock properties, seismicity, and hydrogeological conditions. The primary objective is to develop a geotechnical zoning map that incorporates parameters such as unconfined compressive strength (UCS), porosity, permeability, and resistance to inform safe and efficient mining practices. To achieve this, 15 boreholes were drilled to a depth of 15 m, and various geotechnical tests—including UCS, direct shear, and permeability tests—were conducted. The results revealed significant variability in soil and rock properties—with UCS values ranging from 1.25 MPa to 17 MPa—indicating areas that may require reinforcement. The study also identified low-permeability mudstones and marls—which can lead to increased pore water pressure and potential slope instability—particularly during heavy rainfall events. Seismic analysis indicated that the site is located in a region with a peak ground acceleration (PGA) of 0.30 g for a 475-year return period, which necessitates the incorporation of seismic design principles in construction. The findings underscore the importance of tailored foundation designs, with allowable bearing capacities estimated at 200 kPa for competent strata, along with recommendations for deep foundations in weaker areas. This research contributes valuable insights into the geotechnical and geological characteristics of the Meskani Mine Complex, offering a foundation for future mining operations and environmental management.
伊朗中部亚兹德区块梅斯卡尼矿区的岩土工程和地质特征:多学科研究
由于其复杂的地质和岩土特征,伊朗中部的Meskani矿群面临着巨大的挑战,这可能会影响采矿作业和结构完整性。本研究旨在对该遗址进行全面的岩土和地质评估,重点关注土壤和岩石性质、地震活动和水文地质条件。主要目标是开发地质技术分区图,其中包含无侧限抗压强度(UCS)、孔隙度、渗透率和阻力等参数,为安全高效的采矿实践提供信息。为了实现这一目标,钻了15个井眼,深度为15 m,并进行了各种岩土技术测试,包括UCS,直接剪切和渗透性测试。结果显示,土壤和岩石特性存在显著差异,UCS值从1.25 MPa到17 MPa不等,表明可能需要加固的区域。该研究还确定了低渗透泥岩和泥灰岩,它们可能导致孔隙水压力增加和潜在的边坡不稳定,特别是在强降雨事件期间。地震分析表明,该基地位于一个475年回归周期的峰值地面加速度(PGA)为0.30 g的区域,这需要在施工中纳入抗震设计原则。研究结果强调了量身定制基础设计的重要性,对适层的允许承载能力估计为200千帕,并建议在较弱地区使用深基础。这项研究有助于深入了解Meskani矿区的岩土和地质特征,为未来的采矿作业和环境管理提供基础。
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