Recommendations on excavations : EAB / / published by the German Geotechnical Society (Deutsche Gesellschaft für Geotechnik e.V., DGGT) |
Edizione | [Third edition.] |
Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2014 |
Descrizione fisica | 1 online resource (325 p.) |
Disciplina | 624.152 |
Soggetto topico |
Excavation
Excavation - Standards |
ISBN |
3-433-60400-2
3-433-60397-9 3-433-60398-7 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
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) |
Record Nr. | UNINA-9910138985203321 |
Berlin, Germany : , : Ernst & Sohn, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
|
Recommendations on excavations : EAB / / published by the German Geotechnical Society (Deutsche Gesellschaft für Geotechnik e.V., DGGT) |
Edizione | [Third edition.] |
Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2014 |
Descrizione fisica | 1 online resource (325 p.) |
Disciplina | 624.152 |
Soggetto topico |
Excavation
Excavation - Standards |
ISBN |
3-433-60400-2
3-433-60397-9 3-433-60398-7 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
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) |
Record Nr. | UNISA-996208438703316 |
Berlin, Germany : , : Ernst & Sohn, , 2014 | ||
![]() | ||
Lo trovi qui: Univ. di Salerno | ||
|
Recommendations on excavations : EAB / / published by the German Geotechnical Society (Deutsche Gesellschaft für Geotechnik e.V., DGGT) |
Edizione | [Third edition.] |
Pubbl/distr/stampa | Berlin, Germany : , : Ernst & Sohn, , 2014 |
Descrizione fisica | 1 online resource (325 p.) |
Disciplina | 624.152 |
Soggetto topico |
Excavation
Excavation - Standards |
ISBN |
3-433-60400-2
3-433-60397-9 3-433-60398-7 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
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) |
Record Nr. | UNINA-9910820973503321 |
Berlin, Germany : , : Ernst & Sohn, , 2014 | ||
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Lo trovi qui: Univ. Federico II | ||
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Recommendations on excavations EAB [[electronic resource]] |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Berlin, : Ernst & Sohn, c2008 |
Descrizione fisica | 1 online resource (302 p.) |
Disciplina | 624.152 |
Soggetto topico |
Excavation - Standards
Earthwork |
ISBN |
1-282-02198-2
9786612021985 3-433-60024-4 3-433-60025-2 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Recommendations on Excavations EAB; Members of the Working Group for Excavations; Preface; Contents; Notes for the user; 1 General Recommendations; 1.1 Engineering requirements for applying the Recommendations (R l); 1.2 Governing regulations (R 76); 1.3 New safety factor approach (R 77); 1.4 Limit states (R 78); 1.5 Support of retaining walls (R 67); 1.6 Using the EAB in conjunction with Eurocode 7-1 (R 105, draft); 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 active earth pressure without surcharge loads (R 4); 3.3 Distribution of active earth pressure load without surcharges (R 5); 3.4 Magnitude of active earth pressure 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 Limit load design method (R 27); 4.6 Modulus of subgrade reaction method (R 102); 4.7 Finite-element method (R 103) 4.8 Verification of the vertical component of the mobilised passive earth pressure (R 9)4.9 Verification of the transmission of vertical forces into the subsurface (R 84); 4.10 Stability analyses for braced excavations in special cases (R 10); 4.11 Verification of serviceability (R 83); 4.12 Allowable simplifications in the STR limit state (R 104, draft); 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 Passive earth pressure for soldier pile walls with free earth supports (R 14)5.4 Toe restraint 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 (R 19) 6.4 Toe restraint for sheet pile walls and in-situ concrete walls (R 26) |
Record Nr. | UNINA-9910146100503321 |
Berlin, : Ernst & Sohn, c2008 | ||
![]() | ||
Lo trovi qui: Univ. Federico II | ||
|
Recommendations on excavations EAB [[electronic resource]] |
Edizione | [2nd ed.] |
Pubbl/distr/stampa | Berlin, : Ernst & Sohn, c2008 |
Descrizione fisica | 1 online resource (302 p.) |
Disciplina | 624.152 |
Soggetto topico |
Excavation - Standards
Earthwork |
ISBN |
1-282-02198-2
9786612021985 3-433-60024-4 3-433-60025-2 |
Formato | Materiale a stampa ![]() |
Livello bibliografico | Monografia |
Lingua di pubblicazione | eng |
Nota di contenuto |
Recommendations on Excavations EAB; Members of the Working Group for Excavations; Preface; Contents; Notes for the user; 1 General Recommendations; 1.1 Engineering requirements for applying the Recommendations (R l); 1.2 Governing regulations (R 76); 1.3 New safety factor approach (R 77); 1.4 Limit states (R 78); 1.5 Support of retaining walls (R 67); 1.6 Using the EAB in conjunction with Eurocode 7-1 (R 105, draft); 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 active earth pressure without surcharge loads (R 4); 3.3 Distribution of active earth pressure load without surcharges (R 5); 3.4 Magnitude of active earth pressure 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 Limit load design method (R 27); 4.6 Modulus of subgrade reaction method (R 102); 4.7 Finite-element method (R 103) 4.8 Verification of the vertical component of the mobilised passive earth pressure (R 9)4.9 Verification of the transmission of vertical forces into the subsurface (R 84); 4.10 Stability analyses for braced excavations in special cases (R 10); 4.11 Verification of serviceability (R 83); 4.12 Allowable simplifications in the STR limit state (R 104, draft); 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 Passive earth pressure for soldier pile walls with free earth supports (R 14)5.4 Toe restraint 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 (R 19) 6.4 Toe restraint for sheet pile walls and in-situ concrete walls (R 26) |
Record Nr. | UNISA-996206175603316 |
Berlin, : Ernst & Sohn, c2008 | ||
![]() | ||
Lo trovi qui: Univ. di Salerno | ||
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