03718nam 2200649Ia 450 991081405800332120230803025115.01-283-92043-31-61499-163-4(CKB)2670000000326849(EBL)1109535(OCoLC)827623451(SSID)ssj0000811428(PQKBManifestationID)11495117(PQKBTitleCode)TC0000811428(PQKBWorkID)10851054(PQKB)10961071(MiAaPQ)EBC1109535(Au-PeEL)EBL1109535(CaPaEBR)ebr10641762(CaONFJC)MIL423293(EXLCZ)99267000000032684920121023d2013 uy 0engurcn|||||||||txtccrModern geotechnical design codes of practice[electronic resource] implementation, application and development /[edited by] Patrick Arnold ... [et. al.]Amsterdam ;Washington, DC IOS Press20131 online resource (340 p.)Advances in soil mechanics and geotechnical engineering ;v. 1Description based upon print version of record.1-61499-162-6 Title Page; Preface; Contents; Code Implementation; Implementation and Evolution of Eurocode 7; Harmonisation of Anchor Design Within Eurocode; Eurocode 7 and Polish Practice: Implementation of Eurocode 7 in Poland; An Explanation of Characteristic Values of Soil Properties in Eurocode 7; Implementation of Eurocode 7 in German Geotechnical Design Practice; Implementation of Eurocode 7 in French Practice by Means of National Additional Standards; Implementing Eurocode 7 to Achieve Reliable Geotechnical DesignsDealing with Uncertainties in EC7 with Emphasis on Determination of Characteristic Soil Properties The Safety Concept in German Geotechnical Design Codes; British Choices of Geotechnical Design Approach and Partial Factors for EC7; Dutch Approach to Geotechnical Design by Eurocode 7, Based on Probabilistic Analyses; Code Application; Limit State Design of the Foundations of Concrete Gravity Dams - A Case Study; Using Numerical Analysis with Geotechnical Design Codes; Influence of Ground Water Level on Shallow Foundation Design. Application of EC7 Probabilistic and Deterministic MethodsReliability Based Design of Drilled Shafts: LRFD and Performance Based Design Application of Computational Limit Analysis in Ultimate Limit State Design; Probabilistic Assignment of Design Strength for Sands from In-Situ Testing Data; Experiences with Limit State Approach for Design of Spread Foundations in the Czech Republic; Code Development; AASHTO Geotechnical Design Specification Development in the USA; Lessons Learned from LRFD Calibration of Reinforced Soil Wall Structures; Geotechnical Design Code Development in Canada; Can We Do Better than the Constant Partial Factor Design Format?Target Reliabilities and Partial Factors for Flood Defenses in the Netherlands Subject Index; Author IndexEngineering geologyEnvironmental sciencesSoilsEngineering geology.Environmental sciences.Soils.628Arnold PatrickFenton Gordon A.Hicks Michael A.Schweckendiek TimoSimpson BrianMiAaPQMiAaPQMiAaPQBOOK9910814058003321Modern geotechnical design codes of practice4070511UNINA