Recommendations on excavations : EAB / / published by the German Geotechnical Society (Deutsche Gesellschaft für Geotechnik e.V., DGGT)

• Record Nr.: UNINA9910820973503321
• Pubbl/distr/stampa: Berlin, Germany : , : Ernst & Sohn, , 2014; ©2014
• ISBN: 3-433-60400-2; 3-433-60397-9; 3-433-60398-7
• Edizione: [Third edition.]
• Descrizione fisica: 1 online resource (325 p.)
• Disciplina: 624.152
• Soggetti: Excavation; Excavation - Standards
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: Translation of the 5th German edition.
• Nota di bibliografia: Includes bibliographical references.
• Nota di contenuto: Cover; Title page; Members of the Working Group for Excavations; Preface; Notes for the User; Contents; 1 Introduction; 1.1 Engineering prerequisites for applying the Recommendations (R l); 1.2 Governing regulations (R 76); 1.3 Safety factor approach (R 77); 1.4 Limit states (R 78); 1.5 Support of retaining walls (R 67); 1.6 Planning and examination of excavations (R 106); 2 Analysis principles; 2.1 Actions (R 24); 2.2 Determination of soil properties (R 2); 2.3 Earth pressure angle (R 89); 2.4 Partial safety factors (R 79); 2.5 General requirements for adopting live loads (R 3); 2.6 Live loads from road and rail traffic (R 55)2.7 Live loads from site traffic and site operations (R 56); 2.8 Live loads from excavators and lifting equipment (R 57); 3 Magnitude and distribution of earth pressure; 3.1 Magnitude of earth pressure as a function of the selected construction method (R 8); 3.2 Magnitude of total active earth pressure lead without surcharge loads (R 4); 3.3 Distribution of active earth pressure without surcharges (R 5); 3.4 Magnitude of total active earth pressure lead from live loads (R 6); 3.5 Distribution of active earth pressure from live loads (R 7); 3.6 Superimposing earth pressure components with surcharges (R 71); 3.7 Determination of at-rest earth pressure (R 18); 3.8 Earth pressure in retreating states (R 68); 4 General stipulations for analysis; 4.1 Stability analysis (R 81); 4.2 General information on analysis methods (R 11); 4.3 Determination and analysis of embedment depth (R 80); 4.4 Determination of action effects (R 82); 4.5 Modulus of subgrade reaction method (R 102); 4.6 Finite-element method (R 103); 4.7 Analysis of the vertical component of the mobilised passive earth pressure (R 9); 4.8 Analysis of the transfer of vertical forces into the subsurface (R 84)4.9 Stability analyses for braced excavations in special cases (R 10); 4.10 Serviceability analysis (R 83); 4.11 Allowable simplifications in limit states GEO 2 or STR (R 104); 5 Analysis approaches for soldier pile walls; 5.1 Determination of load models for soldier pile walls (R 12); 5.2 Pressure diagrams for supported soldier pile walls (R 69); 5.3 Soil reactions and passive earth pressure for soldier pile walls with free earth supports (R 14); 5.4 Fixed earth support for soldier pile walls (R 25); 5.5 Equilibrium of horizontal forces for soldier pile walls (R 15)6 Analysis approaches for sheet pile walls and in-situ concrete walls; 6.1 Determination of load models for sheet pile walls and in-situ concrete walls (R 16); 6.2 Pressure diagrams for supported sheet pile walls and in-situ concrete walls (R 70); 6.3 Ground reactions and passive earth pressure for sheet pile walls and in-situ concrete walls with free earth support (R 19); 6.4 Fixed earth support for sheet pile walls and in-situ concrete walls (R 26); 7 Anchored retaining walls; 7.1 Magnitude and distribution of earth pressure for anchored retaining walls (R 42)
• Sommario/riassunto: Recommendations on Excavations 3e