首页> 外文会议>Geotechnical Special Publication no.144; Multidisciplinary Conference; 20050924-28; San Antonio,TX(US) >Design Construction of the Foundations for the Watauga Raw Water Intake Facility In Karstic Limestone near the City of Johnson City, TN
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Design Construction of the Foundations for the Watauga Raw Water Intake Facility In Karstic Limestone near the City of Johnson City, TN

机译:田纳西州约翰逊市附近的岩溶石灰岩中Watauga进水设施的基础设计和施工

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The City of Johnson City constructed a new raw water intake structure on the banks of Watauga River near Johnson City, TN. The structure consists of an above-grade electrical room and pump house connected to a T-shaped clearwell that extends out into the river approximately 15 ft. below normal water level. The site is in the Valley and Ridge Physiographic Province of Northeast Tennessee and is in a region of valleys and hills formed on the less-resistant limestones, dolomites and shales. The bedrock at the site is a karstic limestone rock from the Knox Group. The original foundation design for the intake structure was a structural mat with wall footings on bedrock. Uplift resistance was to be provided by a series of rock anchors. However, when the Contractor mobilized to the site and drilled a series of probe holes and excavated test pits around the perimeter of the clearwell to determine the top of rock, they did not indicate the presence of any competent rock. Instead, the Contractor extracted numerous large boulders of limestone rock found within a matrix of residual soil. The boulders were highly irregular in shape and exhibited signs of weathering on all sides. The Owner then contacted Mueser Rutledge Consulting Engineers (MRCE) to evaluate the conditions and to recommend a foundation system suitable for the difficult site. Additional borings were made at the site and MRCE ultimately recommended using mini-piles to support the new structure, a slurry wall cofferdam around the perimeter to support the excavation and to limit lateral seepage, and an extensive grouting program to help limit the under-seepage into the excavation. The work was subsequently performed by a specialty sub-contractor, and MRCE provided oversight during construction. This paper describes MRCE's investigations, findings and construction methodologies that led to the successful completion of the project.
机译:约翰逊城市在田纳西州约翰逊城附近的瓦陶加河岸上建造了新的原水取水结构。该结构包括一个与T型净水井相连的地上电气室和泵房,该净水井延伸到河流中,比正常水位低15英尺。该地点位于田纳西州东北部的山谷和山脊自然地理省,地处由低抗性石灰石,白云岩和页岩形成的山谷和丘陵地区。现场的基岩是来自诺克斯集团的岩溶石灰岩。进气结构的最初基础设计是在基岩上带有墙脚的结构垫。一系列的岩石锚将提供抗拔力。但是,当承包商动员到现场并在透明井周围钻了一系列探洞和开挖的测试坑以确定岩石的顶部时,它们并没有表明存在任何合格的岩石。相反,承包商提取了在残留土壤基质中发现的大量大块石灰石岩石。这些巨石的形状非常不规则,并且在所有侧面都显示出风化的迹象。然后,所有者联系了Mueser Rutledge咨询工程师(MRCE),以评估条件并推荐适用于困难地点的地基系统。在现场进行了其他钻孔,MRCE最终建议使用微型桩来支撑新结构,在周长周围使用泥浆墙围堰来支撑开挖并限制侧向渗漏,并采用广泛的灌浆计划来帮助限制渗漏不足进入挖掘。随后,该工作由一家专业分包商完成,MRCE在施工过程中提供了监督。本文介绍了MRCE的调查,调查结果和施工方法,这些项目成功地完成了该项目。

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