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Research project work plan for effects of high strength steel bars and steel casing on the response of drilled shafts

State Library of Oregon: Oregon Documents

This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.

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Research Project Work Plan Research project work plan for effects of high strength steel bars and steel casing on the response of drilled shafts

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TitleResearch Project Work Plan Research project work plan for effects of high strength steel bars and steel casing on the response of drilled shaftsPersonal NameStuedlein, Armin Wilhelm 1978-Corporate NameOregon State University School of Civil and Construction EngineeringOregon Department of Transportation. Research SectionSubjectBridges -- Oregon -- Foundations and piers -- Design and construction -- Evaluation -- PlanningReinforcing bars -- Evaluation -- PlanningGenrebibliographygovernment publicationtextDate2013CollectionTransportationLanguageengPublisherSchool of Civil and Construction Engineering, Oregon State University,Place of PublicationCorvallis, OREditionDraft.Formonline resourceExtent1 online resource : color illustrationsType of ResourcetextIssuancemonographicNotesubmitted by Dr. Armin W. Stuedlein, P.E., School of Civil and Construction Engineering, Oregon State University ; for Oregon Department of Transportation (ODOT), Research Section.Title from PDF title page (viewed on April 6, 2020)."SPR-765."This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.Inclues bibliographical references.Mode of access: Internet from the Oregon Government Publications Collection.Text in English.

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OCLC NumberCovers OCLC #1149067995.Restrictions on Accesshttp://rightsstatements.org/vocab/CNE/1.0/Publication SetResearch project work plan for effects of high strength steel bars and steel casing on the response of drilled shafts