FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2792695047> ?p ?o ?g. }

• W2792695047 endingPage "20160148" @default.
• W2792695047 startingPage "20160148" @default.
• W2792695047 abstract "In this paper, the authors criticize the fully softened strength (FSS) correlation by Stark and Eid (Stark, T. D. and Eid, H. T., 1997, “Slope Stability Analyses in Stiff Fissured Clays,” J. Geotech. Geoenviron. Eng., Vol. 123, No. 4, pp. 335–343) and subsequent updates (Stark, T.D., Choi, H., and McCone, S., 2005, “Shear Strengths for Analysis of Landslides,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 5, pp. 575–588; Stark, T. D. and Hussain, M., 2010, “Shear Strength in Preexisting Landslides,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 136, No. 7, pp. 957–962; Gamez, J. and Stark, T. D., 2014, “Fully Softened Shear Strength at Low Stresses for Levee and Embankment Design,” Geotech. Geoenviron. J., Vol. 140, No. 9) in the following five areas: (1) use of a torsional ring shear device, (2) converting the ring shear results to the triaxial compression mode of shear, (3) sample processing, (4) a non- continuous strength envelope, and (5) use of three distinct clay-size fraction groups even though admitting that the Stark and Eid (Stark, T.D. and Eid, H.T., 1997, “Slope Stability Analyses in Stiff Fissured Clays,” J. Geotech. Geoenviron. Eng., Vol. 123, No. 4, pp. 335–343) correlation “is used widely and has been generally accepted in practice.” The authors also use questionable direct shear test data from Castellanos (2014, “Use and Measurement of Fully Softened Shear Strength,” Ph.D. dissertation, Virginia Tech, Blacksburg, VA, p. 805, www.dropbox.com/s/0k0ym51d8jdmn4v/Castellanos-FSS-Thesis-2014.pdf?dl=0.) to develop a fully softened strength correlation based on index properties, i.e., clay-size fraction (CF) and plasticity index (PI). The following paragraphs address these five criticisms, the questionable ring shear and direct shear testing presented in Castellanos (2014, “Use and Measurement of Fully Softened Shear Strength,” Ph.D. dissertation, Virginia Tech, Blacksburg, VA, p. 805, www.dropbox.com/s/0k0ym51d8jdmn4v/Castellanos-FSS-Thesis-2014.pdf?dl=0.), and the proposed FSS correlation." @default.
• W2792695047 created "2018-03-29" @default.
• W2792695047 creator A5052355248 @default.
• W2792695047 date "2017-04-12" @default.
• W2792695047 modified "2023-10-18" @default.
• W2792695047 title "Discussion of “Correlations for Fully Softened Shear Strength Parameters” by B. A. Castellanos, T. L., Brandon, and D. R. VandenBerge, This Article Was Published in Geotechnical Testing Journal, Vol. 39, No. 4, 2016. [DOI: 10.1520/GTJ20150184]" @default.
• W2792695047 cites W1972334619 @default.
• W2792695047 cites W1972380841 @default.
• W2792695047 cites W1974895108 @default.
• W2792695047 cites W1989749917 @default.
• W2792695047 cites W2012513577 @default.
• W2792695047 cites W2015993554 @default.
• W2792695047 cites W2074731110 @default.
• W2792695047 cites W2084085879 @default.
• W2792695047 cites W2101395946 @default.
• W2792695047 cites W2148468405 @default.
• W2792695047 cites W2170450462 @default.
• W2792695047 cites W2324955947 @default.
• W2792695047 doi "https://doi.org/10.1520/gtj20160148" @default.
• W2792695047 hasPublicationYear "2017" @default.
• W2792695047 type Work @default.
• W2792695047 sameAs 2792695047 @default.
• W2792695047 citedByCount "3" @default.
• W2792695047 countsByYear W27926950472019 @default.
• W2792695047 countsByYear W27926950472021 @default.
• W2792695047 crossrefType "journal-article" @default.
• W2792695047 hasAuthorship W2792695047A5052355248 @default.
• W2792695047 hasConcept C115038398 @default.
• W2792695047 hasConcept C127313418 @default.
• W2792695047 hasConcept C127413603 @default.
• W2792695047 hasConcept C127893833 @default.
• W2792695047 hasConcept C159390177 @default.
• W2792695047 hasConcept C159750122 @default.
• W2792695047 hasConcept C186295008 @default.
• W2792695047 hasConcept C187320778 @default.
• W2792695047 hasConcept C2780230596 @default.
• W2792695047 hasConcept C41151612 @default.
• W2792695047 hasConcept C5900021 @default.
• W2792695047 hasConcept C96035792 @default.
• W2792695047 hasConceptScore W2792695047C115038398 @default.
• W2792695047 hasConceptScore W2792695047C127313418 @default.
• W2792695047 hasConceptScore W2792695047C127413603 @default.
• W2792695047 hasConceptScore W2792695047C127893833 @default.
• W2792695047 hasConceptScore W2792695047C159390177 @default.
• W2792695047 hasConceptScore W2792695047C159750122 @default.
• W2792695047 hasConceptScore W2792695047C186295008 @default.
• W2792695047 hasConceptScore W2792695047C187320778 @default.
• W2792695047 hasConceptScore W2792695047C2780230596 @default.
• W2792695047 hasConceptScore W2792695047C41151612 @default.
• W2792695047 hasConceptScore W2792695047C5900021 @default.
• W2792695047 hasConceptScore W2792695047C96035792 @default.
• W2792695047 hasIssue "3" @default.
• W2792695047 hasLocation W27926950471 @default.
• W2792695047 hasOpenAccess W2792695047 @default.
• W2792695047 hasPrimaryLocation W27926950471 @default.
• W2792695047 hasRelatedWork W2036027752 @default.
• W2792695047 hasRelatedWork W2068652579 @default.
• W2792695047 hasRelatedWork W2139018551 @default.
• W2792695047 hasRelatedWork W2347505654 @default.
• W2792695047 hasRelatedWork W2354033932 @default.
• W2792695047 hasRelatedWork W2354517502 @default.
• W2792695047 hasRelatedWork W2367636485 @default.
• W2792695047 hasRelatedWork W2391482627 @default.
• W2792695047 hasRelatedWork W594381793 @default.
• W2792695047 hasRelatedWork W2547156307 @default.
• W2792695047 hasVolume "40" @default.
• W2792695047 isParatext "false" @default.
• W2792695047 isRetracted "false" @default.
• W2792695047 magId "2792695047" @default.
• W2792695047 workType "article" @default.