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100   $a20121023d2013      uy             0
101 0 $aeng
135   $aurcn|||||||||
181   $ctxt
182   $cc
183   $acr
200 00$aModern geotechnical design codes of practice$b[electronic resource] $eimplementation, application and development /$f[edited by] Patrick Arnold ... [et. al.]
210   $aAmsterdam ;$aWashington, DC $cIOS Press$d2013
215   $a1 online resource (340 p.)
225 0 $aAdvances in soil mechanics and geotechnical engineering ;$vv. 1
300   $aDescription based upon print version of record.
311   $a1-61499-162-6 
327   $aTitle 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 Designs
327   $aDealing 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 Methods
327   $aReliability 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?
327   $aTarget Reliabilities and Partial Factors for Flood Defenses in the Netherlands Subject Index; Author Index
606   $aEngineering geology
606   $aEnvironmental sciences
606   $aSoils
615  0$aEngineering geology.
615  0$aEnvironmental sciences.
615  0$aSoils.
676   $a628
702   $aArnold$b Patrick
702   $aFenton$b Gordon A.
702   $aHicks$b Michael A.
702   $aSchweckendiek$b Timo
702   $aSimpson$b Brian
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910814058003321
996   $aModern geotechnical design codes of practice$94070511
997   $aUNINA