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| 037 |
|
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|a 9781614991632
|b IOS Press
|n http://www.iospress.nl
|
| 043 |
|
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|a e------
|
| 050 |
|
4 |
|a TA705.4.E85
|b M63 2013
|
| 072 |
|
7 |
|a COM
|x TEC009150
|2 bisacsh
|
| 072 |
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|a TEC
|x 009150
|2 bisacsh
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| 082 |
0 |
4 |
|a 624.1/5102184
|2 23
|
| 049 |
|
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|a UAMI
|
| 245 |
0 |
0 |
|a Modern Geotechnical Design Codes of Practice :
|b Implementation, Application and Development /
|c edited by Patrick Arnold [and others].
|
| 260 |
|
|
|a Amsterdam ;
|a Washington, D.C. :
|b IOS Press,
|c ©2013.
|
| 300 |
|
|
|a 1 online resource
|
| 336 |
|
|
|a text
|b txt
|2 rdacontent
|
| 337 |
|
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|a computer
|b c
|2 rdamedia
|
| 338 |
|
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|a online resource
|b cr
|2 rdacarrier
|
| 490 |
1 |
|
|a Advances in soil mechanics and geotechnical engineering ;
|v v. 1
|
| 500 |
|
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|a Includes indexes.
|
| 588 |
0 |
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|a Title page of PDF; (IOS Press; viewed on Jan. 14, 2013).
|
| 505 |
0 |
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|a 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 Designs.
|
| 505 |
8 |
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|a Dealing with Uncertainties in EC7 with Emphasis on Determination of Characteristic Soil PropertiesThe 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.
|
| 505 |
8 |
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|a Reliability Based Design of Drilled Shafts: LRFD and Performance Based DesignApplication 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?
|
| 505 |
8 |
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|a Target Reliabilities and Partial Factors for Flood Defenses in the NetherlandsSubject Index; Author Index.
|
| 504 |
|
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|a Includes bibliographical references and indexes.
|
| 546 |
|
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|a English.
|
| 590 |
|
|
|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
|
| 650 |
|
0 |
|a Engineering geology
|x Standards
|z Europe.
|
| 650 |
|
0 |
|a Structural design
|x Standards
|z Europe.
|
| 650 |
|
0 |
|a Standards, Engineering
|z Europe.
|
| 650 |
|
6 |
|a Géologie appliquée
|x Normes
|z Europe.
|
| 650 |
|
6 |
|a Constructions
|x Calcul
|x Normes
|z Europe.
|
| 650 |
|
6 |
|a Normes techniques
|z Europe.
|
| 650 |
|
7 |
|a TECHNOLOGY & ENGINEERING
|x Civil
|x Soil & Rock.
|2 bisacsh
|
| 650 |
|
7 |
|a Engineering geology
|x Standards
|2 fast
|
| 650 |
|
7 |
|a Standards, Engineering
|2 fast
|
| 650 |
|
7 |
|a Structural design
|x Standards
|2 fast
|
| 651 |
|
7 |
|a Europe
|2 fast
|
| 700 |
1 |
|
|a Arnold, Patrick.
|
| 710 |
2 |
|
|a IOS Press.
|
| 776 |
0 |
8 |
|i Print version:
|a Arnold, P.
|t Modern Geotechnical Design Codes of Practice.
|d Amsterdam : IOS Press, ©2012
|z 9781614991625
|
| 830 |
|
0 |
|a Advances in soil mechanics and geotechnical engineering ;
|v v. 1.
|
| 856 |
4 |
0 |
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