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• W2318020740 abstract "Research Article| November 01, 2011 Failure Mechanics of the Nile Valley Landslide, Yakima County, Washington THOMAS C BADGER; THOMAS C BADGER Washington State Department of Transportation, Geotechnical Division, P.O. Box 47365, Olympia, WA 98504-7365 Search for other works by this author on: GSW Google Scholar ERIC L SMITH; ERIC L SMITH Washington State Department of Transportation, Geotechnical Division, P.O. Box 47365, Olympia, WA 98504-7365 Search for other works by this author on: GSW Google Scholar STEVE M LOWELL STEVE M LOWELL Washington State Department of Transportation, Geotechnical Division, P.O. Box 47365, Olympia, WA 98504-7365 Search for other works by this author on: GSW Google Scholar Environmental & Engineering Geoscience (2011) 17 (4): 353–376. https://doi.org/10.2113/gseegeosci.17.4.353 Article history first online: 02 Mar 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation THOMAS C BADGER, ERIC L SMITH, STEVE M LOWELL; Failure Mechanics of the Nile Valley Landslide, Yakima County, Washington. Environmental & Engineering Geoscience 2011;; 17 (4): 353–376. doi: https://doi.org/10.2113/gseegeosci.17.4.353 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietyEnvironmental & Engineering Geoscience Search Advanced Search Abstract On October 11, 2009, a very large translational landslide, referred to as the Nile Valley Landslide (NVL), destroyed more than 2500 ft (750 m) of State Route 410 near the community of Nile, located about 25 mi northwest of Yakima, Washington. Based on eyewitness accounts, Pacific Northwest Seismic Network records, and an intensive subsurface investigation, we infer two translational failure mechanisms: an initial shallow failure within the unconsolidated surficial deposits, followed by failure within a deep, adversely dipping, claystone interbed between two Grand Ronde Basalt flows. The underlying basalt flow contains a highly pressurized aquifer that significantly reduces the effective stress within the inferred deep failure zone and its stability. Recent inclinometer data showing slope movement within both the shallow and deep failure zones support this interpretation. The NVL is located at the base of Cleman Mountain, an anticlinal ridge that hosts the enormous and currently dormant Sanford Pasture landslide complex (SPLC). Geochemical analyses of basalts encountered in the numerous borings and outcrops within and around the NVL suggest that the basal failure zones of the NVL and SPLC are stratigraphically different, and that the NVL is likely not a reactivation of the SPLC. You do not have access to this content, please speak to your institutional administrator if you feel you should have access." @default.
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• W2318020740 title "Failure Mechanics of the Nile Valley Landslide, Yakima County, Washington" @default.
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