ETC10 Design Examples 2 - Eurocode 7
ETC10 Design Examples Intro (version 07/07/2009) ETC 10 – Evaluation of Eurocode 7 Eurocode 7 Design Examples 2 Background The International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE) has established
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Eurocode 7 is coming
www.eurocode7.com1 Eurocode 7 is coming Dr Andrew Bond (Geocentrix) Outline of talk zThe Structural Eurocodes programme zThe new principles of Eurocode 7 zThe bigger picture zImpact of Eurocode 7
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03 Implementation of pile design in the UK …
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06 Water pressures - safety in design (Simpson)
www.eurocode7.com30/03/2011 1 Brian Simpson Geotechnical safety in relation to water pressures B. Simpson Arup Geotechnics, London, UK N. Vogt Technische Universität München,
07 Eurocode 7 Soil Characterization - ULS …
www.eurocode7.com30/03/2011 6 • considered the ultimate bearing capacity of a 2m wide strip footing at the ground surface on a cohesive soil • the undrained shear strength was defined by: (mean = 100kPa, standard deviation = 20kPa) • each zone ("block") was assigned a different value of undrained strength using the FLAC property
08 Calculation models for Ultimate Limit States (Smith)
www.eurocode7.com1 Calculation Models for Ultimate Limit States Andrew Smith Coffey Geotechnics Ltd. Objectives • What is new about EC7 Ultimate Limit State Design?
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