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首页> 外文会议>Collaborative management of integrated watersheds >GEOTECHNICAL DESIGN AND CONSTRUCTION OF THE SALINAS RIVER DIVERSION FACILITY
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GEOTECHNICAL DESIGN AND CONSTRUCTION OF THE SALINAS RIVER DIVERSION FACILITY

机译：萨利纳斯河改道设施的岩土工程设计与施工

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摘要

The Salinas River Diversion Facility (SRDF) is located on the Monterey Bay near the coastal town of Marina, California. The project components include an inflatable gate diversion structure, a vertical-slot fish ladder, an intake structure with fish screens, a pump station, and a transmission pipeline connecting into an existing distribution pipeline system. Extensive liquefaction and lateral spreading were documented along the banks of the Salinas River following the 1906 San Andreas earthquake. Geotechnical investigations at the site confirmed the presence of loose liquefiable soils and the need for special foundation designs and remedial measures to ensure structural stability. This paper presents the project background, geotechnical site conditions, seismicity and liquefaction hazards, and key design features of the SRDF including the foundation improvement program and diversion dam structure and foundation designs. The paper also describes the construction phase, with a focus on the river channel foundation improvement activities.
机译：萨利纳斯河引水设施（SRDF）位于加利福尼亚州滨海小镇蒙特利湾附近。该项目的组成部分包括充气闸门改道结构，垂直槽鱼梯，带有鱼屏的进水结构，泵站以及连接到现有分配管道系统中的输送管道。 1906年圣安德烈亚斯地震后，萨利纳斯河沿岸发生了广泛的液化和横向扩散。该现场的岩土工程研究证实存在松散的可液化土壤，并且需要特殊的地基设计和补救措施以确保结构稳定性。本文介绍了SRDF的项目背景，岩土工地条件，地震活动和液化危害以及SRDF的关键设计特征，包括基础改善计划，引水坝结构和基础设计。本文还描述了建设阶段，重点是河道基础改善活动。

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