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TUNNELING IN VARIABLE ROCK CONDITIONS: FLEXIBILITY IS KEY

机译:在各种岩石条件下隧道掘进:灵活性是关键

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This paper describes the subsurface explorations and design process for a water pipeline tunnel in highly variable weathered granite. Definitive contract language and contractor flexibility produced success in spite of highly variable ground conditions. The Lake Pleasant Pipeline project included 1,700 linear feet (518 m) of tunnel below a City of Phoenix mountain park in the northwestern part of the Phoenix metropolitan area. The 79-in. (2 m) internal diameter steel water supply pipeline required an approximately 10 ft by 10 ft (3 m by 3 m) tunnel envelope beneath the park. Subsurface investigations revealed a highly variable weathering profile in the granitic bedrock at the tunnel horizon. This necessitated a rigorous analysis of the project subsurface data in order to quantify the variably weathered bedrock into definitive "baseline statements" in the project Geotechnical Baseline Report (GBR) (Lyman Henn, 2005). The project tunnel horizon was broken into reaches, based on the severity of rock weathering, and the degree of weathering and associated tunnel length for each type of weathering was provided to bidders in the contract documents. Associated groundwater inflow rates were also provided.The successful bidder used a highly flexible approach to tunneling: roadheader excavation from the west shaft through highly weathered granite, and drill-blast-muck excavation from the east portal through variably weathered granite. Light steel ribs were used in conjunction with shotcrete to provide temporary ground support in the highly weathered granite on the western portion of the tunnel. Light steel ribs, wood blocking, and some wood lagging were used for most of the eastern portion of the project. The contractor switched to rock bolts and mine straps for some of the eastern portion of the tunnel drive. Using these two excavation and support methods resulted in a highly flexible construction approach, highly efficient excavation in the highly weathered granite and needed flexibility in excavating and supporting the variably weathered materials.
机译:本文描述了变风化花岗岩中水管道隧道的地下勘探和设计过程。尽管地面条件变化很大,但权威的合同语言和承包商的灵活性取得了成功。 Lake Pleasant Pipeline项目包括位于凤凰城西北部凤凰城山公园下方的1,700英尺(518 m)长的隧道。 79英寸(2 m)内径的钢制供水管道在公园下方需要大约10 ft x 10 ft(3 m x 3 m)的隧道围护结构。地下调查显示,在隧道层位的花岗岩基岩中,风化剖面变化很大。这就需要对项目地下数据进行严格的分析,以便将多变的风化基岩定量化为项目岩土基准报告(GBR)中的明确的“基准声明”(Lyman Henn,2005年)。根据岩石风化的严重程度,将项目隧道的视野划分为多个范围,并在合同文件中向投标人提供风化程度和每种风化类型的相关隧道长度。还提供了相关的地下水流入量。 中标者采用了高度灵活的隧道施工方法:从西井通过高风化花岗岩开挖掘进机,并从东侧门户通过风化花岗岩进行爆破钻挖。轻钢肋骨与喷射混凝土结合使用,为隧道西部的高风化花岗岩提供临时地面支撑。该项目的大部分东部地区使用了轻钢肋骨,木块和一些木皮。承包商在隧道驱动器的某些东部地区使用了锚杆和矿带。使用这两种开挖和支护方法导致了高度灵活的施工方法,在高风化花岗岩中的高效开挖,以及在开挖和支撑多变风化材料方面需要灵活性。

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