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Application of Load Factors for Underground Structural Design

机译:荷载系数在地下结构设计中的应用

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Underground structures such as square/arch steel sets, king beam structure, etc. are widely used for the roof support in underground mines. In designing and calculating the required carrying capacities of these underground structures, how to identify the potential rock loads on the structures over long term is a challenging question for ground control engineers. Based on design practices of both surface and underground structures, the authors have designed and applied appropriate load factors in underground structural design projects to accommodate different rock types, entry/intersection dimensions, roof geologic conditions, availability of roof bolts and water, etc. Classification of load (reduction) factors for large-span underground intersections are presented for reference. Success of designed underground structures in effectively controlling roof stability over years indicates the applicability of the load factor concept for underground structural design, and its same significance as of the load factor specifications in ASCE/SEI 7-10. ANSI/AWC NDS (2015), and AASHTO LRFD Bridge Design Specifications (2012). The load factor concept will facilitate ground control engineers to appropriately utilize popular structural design software, such as RISA-3D or -2D to efficiently design and analyze underground structures.
机译:方形/拱形钢结构,国王梁结构等地下结构广泛用于地下矿井的顶板支撑。在设计和计算这些地下结构的所需承载能力时,如何长期确定结构上的潜在岩石载荷对于地面控制工程师而言是一个具有挑战性的问题。根据地面和地下结构的设计实践,作者在地下结构设计项目中设计并应用了适当的荷载系数,以适应不同的岩石类型,入口/交叉口尺寸,屋顶地质条件,屋顶螺栓和水的可用性等。提出了大跨度地下交叉口的荷载(减小)因子的参考。设计的地下结构成功地有效地控制了屋顶的稳定性,多年来表明了荷载系数概念在地下结构设计中的适用性,以及与ASCE / SEI 7-10中荷载系数规范相同的意义。 ANSI / AWC NDS(2015)和AASHTO LRFD桥梁设计规范(2012)。荷载系数的概念将有助于地面控制工程师适当利用流行的结构设计软件(例如RISA-3D或-2D)来有效地设计和分析地下结构。

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