Abstract
As part of its efforts to combat seawater intrusion, ensure adequate water for irrigation, and reduce demand for groundwater, the Monterey County Water Resources Agency recently constructed the Salinas River Diversion Facility. However, before construction work could begin on the diversion dam, the design had to address important geotechnical concerns, including the presence of loose, liquefiable soils with significant scour potential. The site required special foundation designs and remedial measures to ensure structural stability under seismic and flood loads.
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