Modern Geotechnical Design Codes of Practice : Implementation, Application and Development / edited by Patrick Arnold [and others].
Material type:
TextSeries: Advances in soil mechanics and geotechnical engineering ; v. 1.Publication details: Amsterdam ; Washington, D.C. : IOS Press, ©2013.Description: 1 online resourceContent type: - text
- computer
- online resource
- 9781614991632
- 1614991634
- 1614991626
- 9781614991625
- Engineering geology -- Standards -- Europe
- Structural design -- Standards -- Europe
- Standards, Engineering -- Europe
- Géologie appliquée -- Normes -- Europe
- Constructions -- Calcul -- Normes -- Europe
- Normes techniques -- Europe
- TECHNOLOGY & ENGINEERING -- Civil -- Soil & Rock
- Engineering geology -- Standards
- Standards, Engineering
- Structural design -- Standards
- Europe
- 624.1/5102184 23
- TA705.4.E85 M63 2013
| Item type | Home library | Collection | Call number | Materials specified | Status | Date due | Barcode | |
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Electronic-Books
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OPJGU Sonepat- Campus | E-Books EBSCO | Available |
Includes indexes.
Title page of PDF; (IOS Press; viewed on Jan. 14, 2013).
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.
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.
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?
Target Reliabilities and Partial Factors for Flood Defenses in the NetherlandsSubject Index; Author Index.
Includes bibliographical references and indexes.
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