EXH1235049946

PCHBPollution Control Hearings Board of the State of Washington

FROM: Douglas Lindquist, E.I.T., Barry Chen, PhD., P.E., and Michael Bailey, P.E., Hart Crowser, Inc. - RE: Revised Methods and Results of Liquefaction Analyses ch,c_go Third Runway Embankment SeaoTac,Washington J-4978-30 Denver This memorandum provides results of liquefaction analyses for the SeaTac Third Runway project. Preliminary liquefaction analyses were presented in our September 7, 2000 draft memorandum. This update is based upon the results from the revised probabilistic seismic Falrbanks hazard analysis (PSHA) and one-dimensional site response analyses. The site response analyses were performed for proposed embankment heights of 50 and 150 feet above the existing ground surface. See Hart Crowser's memorandum entitled "Additional Information on the Seismic Design" (Hart Crowser, 2001 ) for additional information on these aqalyses. Jer',eV City This memorandum presents the methods and results of Hart Crowser's analyses of potential liquefaction and post-liquefaction residual strength for the proposed Third Runway embankment and retaining walls. Results of both the preliminary and revised analyses are presented. We analyzed a total of 120 borings and their corresponding Standard Joneau Penetration Test (SPT) results. Logs of these borings are presented in previous subsurface conditions data reports (references are listed at the end of this memorandum, (see Civil Tech, 1997 and Hart Crowser, 1999a, 2000a, 2000b, 2000c, and 2000e for information on subsurface conditions). See Hart Crowser's report entitled "Geotechnical Engineering Lorrq Beach Report, 404 Permit Support" for an overview of the project (Hart Crowser, 1999b). Potential for liquefaction, and resulting soil behavior, is influenced by a number of factors. This memorandum…
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