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Nailed Support for Basement Retention in Jointed Rock

机译:节理岩体中地下保持的钉子支撑

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For basement construction in weathered mudstone in Melbourne, soldier piles and tensioned anchors are the usual support method. However, when the bedding is favourable, the highly jointed mudstone can often be excavated to form near vertical faces which remain relatively stable. The paper describes the support of a 20m deep basement excavation using both conventional support and also rock nails and shotcrete facing. A jointed rock model was used to confirm rock mass strength parameters adopted for design of the rock nails. Unfavourable bedding and the presence of a massive weak dyke structure prevented general use of the rock nail support system. Nevertheless, sufficient lengths of wall were successfully supported by the rock nails to demonstrate that this alternative means of retention is viable in highlyjointed rock, given suitable conditions.
机译:对于墨尔本风化泥岩中的地下室建设,通常采用士兵桩和张紧锚。但是,当顺层条件良好时,经常可以挖掘高度节理的泥岩,以形成接近垂直的表面,并保持相对稳定。本文描述了使用传统支撑以及岩钉和喷射混凝土面板对20m深地下室开挖的支撑。使用节理岩体模型来确定岩钉设计所采用的岩体强度参数。不利的铺垫和巨大的弱堤结构的存在阻止了岩钉支撑系统的普遍使用。然而,岩钉成功地支撑了足够长的墙,以证明在适当的条件下,这种替代的固位方法在高度接合的岩石中是可行的。

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