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Construction Implications from Geological Modelling at the Enlarged Cotter Dam site, ACT, Australia

机译:澳大利亚ACT扩大的Cotter大坝站点的地质建模对施工的启示

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The Enlarged Cotter Dam (ECD) Project comprises the construction of a new 80m high rollerrncompacted concrete (RCC) water supply dam, located 120m downstream from an existing 31m high,rnconcrete gravity Cotter Dam, 18km west of Canberra, in the ACT, Australia. The dam site is locatedrnin a steeply-sided valley, with overall abutment slopes in the order of 45°, that have been erodedrnthrough a geological sequence of Early to Late Silurian Age, comprised predominantly of porphyriticrnrhyolite and lapilli tuffs of the Walker Volcanics. The geology and topography of the dam siternconstitute a distinctive environment for the construction of the ECD. An understanding of therngeological model of a dam site can inform both design considerations and construction planningrnaspects. This paper focuses on implications for construction that have been identified through arnreview of the site’s geological model. Implications drawn from geological modelling at the ECD siternhave been identified as applicable to the following key construction issues:rn1.Required depth of abutment strippingrn2.Useability of stripped abutment spoilrn3.Foundation excavation stabilityrn4.Forecasting stabilisation types and quantities.
机译:扩建的Cotter大坝(ECD)项目包括建造一座新的80m高碾压混凝土(RCC)供水水坝,该坝位于澳大利亚ACT堪培拉以西18公里处的现有31m高,重力重力Cotter大坝下游120m。该坝址位于一个陡峭的山谷中,总体桥台坡度约为45°,已通过志留纪早期至晚期的地质序列被侵蚀,主要由沃克火山岩的斑状闪锌矿和lapilli凝灰岩组成。坝址的地质和地形为ECD的建设提供了独特的环境。对坝址温度地质模型的理解可以为设计考虑和施工规划提供参考。本文重点介绍了通过对该站点的地质模型进行arnreview鉴定对施工的影响。在ECD站点的地质建模中得出的结论已被确定适用于以下关键施工问题:rn1。所需基台剥离深度rn2。剥离后的基台弃土的可用性rn3。基坑开挖稳定性rn4。预测稳定类型和数量。

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