Soil nailing in glacial till : a design guide evaluation based on Irish and American field sites
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|Title:||Soil nailing in glacial till : a design guide evaluation based on Irish and American field sites||Authors:||Laefer, Debra F.
|Permanent link:||http://hdl.handle.net/10197/3610||Date:||2010||Abstract:||The French in-situ earth retaining system soil nailing began in 1970 and benefited greatly from that government’s investment in the 1986 study ‘Clouterre’. As such, French geology strongly influenced both practice and expectations world wide over the past four decades. Yet, recent studies in glacial till, a non-French soil type, have shown significant strength under-estimation using conventionally accepted design approaches. The paper reconsiders skin friction expectations for soil nail installations in glacial till. Installation at three glacial till sites (one American and two Irish) are examined in detail. Traditional British, French, and American de-sign methods and parameters are applied. Conventional methods under-predicted capacity by more than 50%, thereby raising serious questions as to the appropriateness of such design guidelines in glacial tills. New correlations based on pile installation design are proposed.||Funding Details:||Other funder||Type of material:||Conference Publication||Publisher:||American Society of Civil Engineers||Copyright (published version):||2010 American Society of Civil Engineers||Keywords:||Soil Nailing;Excavation||Subject LCSH:||Soil nailing
|DOI:||10.1061/41128(384)23||Language:||en||Status of Item:||Peer reviewed||Is part of:||Finno, R.J., Hashash, Y.M.A., Arduino, P. (eds.). Earth Retention Conference 3 : Proceedings of the 2010 Earth Retention Conference August 1–4, 2010 Bellevue, Washington||Conference Details:||2010 Earth Retention Conference August 1–4, 2010 Bellevue, Washington|
|Appears in Collections:||Civil Engineering Research Collection|
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