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- W2324812686 abstract "A 16-kilometer stretch of the Sacramento River east levee (SREL) improvements near Sacramento, California, is underlain by very weak low-plasticity to non-plastic silts. Levee remediation required construction of a new adjacent levee. For underseepage control for much of this length, a soil-bentonite-backfill cutoff wall under the future adjacent levee crest was to be excavated near the toe of the existing 2H:1V embankment. During design, cut-off-wall slurry trench stability and end-of- construction levee slope stability were modeled with SHANSEP undrained strengths. During construction, inclinometers and settlement sensors were installed at the future adjacent levee toe and between the existing levee and slurry trench. Inclinometer measurements showed both slurry and vertical-auger method cutoff walls experienced the greatest lateral deformation towards the trench after completion of trench backfill. The amount and rate of lateral movement trended with horizontal consolidation of the soil bentonite backfill, but was also likely dependent on stiffness of the natural deposits. Horizontal movements greater than 25 mm were observed to distances nearly two times the slurry trench depth from the cutoff wall alignment. Slurry wall and embankment deformations were modeled using SIGMA/W to better understand the observed slurry wall horizontal consolidation and embankment deformation behavior." @default.
- W2324812686 created "2016-06-24" @default.
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- W2324812686 date "2013-02-25" @default.
- W2324812686 modified "2023-09-26" @default.
- W2324812686 title "Slurry Wall and Embankment Deformation Observations and Modeling of Levees over Loose Sacramento River Silts" @default.
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- W2324812686 doi "https://doi.org/10.1061/9780784412787.112" @default.
- W2324812686 hasPublicationYear "2013" @default.
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