Resistance of steel- and wood- pole foundations to uplifting and overturning forces

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dc.contributorVirginia Agricultural Experiment Stationen
dc.contributor.authorHurst, Homer T.en
dc.contributor.authorMason, J.P.H.en
dc.date.accessioned2019-10-02T03:11:02Zen
dc.date.available2019-10-02T03:11:02Zen
dc.date.issued1959-07en
dc.description.abstractConcrete backfill was the only treatment that approached complete stability. Steel poles resisted overturning better than did wood poles. Crushed stone resisted overturning better than earth did. Pole depth increases stability at an increasing rate.en
dc.description.statementofresponsibilityResearch Division Reporten
dc.format.extent16 pagesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/94306en
dc.language.isoen_USen
dc.publisherVirginia Agricultural Experiment Stationen
dc.relation.ispartofseriesResearch report (Virginia Agricultural Experiment Station) ; no. 28en
dc.rightsVirginia Agricultural Experiment Station materials are available for public use, re-print, or citation without further permission, provided the use includes credit to the author and to the Virginia Agricultural Experiment Station and Virginia Tech.en
dc.subject.cabtpolesen
dc.subject.cabtstabilityen
dc.titleResistance of steel- and wood- pole foundations to uplifting and overturning forcesen
dc.typeReporten
dc.type.dcmitypeTexten

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