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Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl
Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl
Autore Maidl Bernhard
Edizione [First edition.]
Pubbl/distr/stampa Berlin : , : Ernst & Sohn, , [2013]
Descrizione fisica 1 online resource (485 p.)
Disciplina 485
Altri autori (Persone) ThewesMarkus
MaidlUlrich
Soggetto topico Tunneling
ISBN 3-433-60351-0
3-433-60349-9
3-433-60350-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Volume I: Structures and Methods; The authors; Foreword to the English edition; Foreword to the 3rd German edition; Foreword to the 2nd German edition; Foreword to the 1st German edition; Contents; 1 Introduction; 1.1 General; 1.2 Historical development; 1.3 Terms and descriptions; 2 Support methods and materials; 2.1 General; 2.2 Action of the support materials; 2.2.1 Stiffness and deformability; 2.2.2 Bond; 2.2.3 Time of installation; 2.3 Timbering; 2.3.1 General; 2.3.2 Frame set timbering; 2.3.3 Trussed timbering; 2.3.4 Shoring and lagging; 2.4 Steel ribs; 2.4.1 General
2.4.2 Profile forms2.4.3 Examples of typical arch forms for large and small tunnels; 2.4.4 Installation; 2.5 Lattice beam elements; 2.6 Advance support measures; 2.6.1 Steel lagging sheets and plates; 2.6.2 Spiles; 2.6.3 Injection tubes; 2.6.4 Pipe screens, grout screens, jet grout screens; 2.6.5 Ground freezing; 2.7 Rock bolts; 2.7.1 General; 2.7.2 Mode of action; 2.7.3 Anchor length and spacing; 2.7.4 Load-bearing behaviour; 2.7.5 Anchor types; 2.8 Concrete in tunnelling; 2.8.1 General; 2.8.2 Construction variants; 2.8.2.1 Two-layer construction; 2.8.2.2 Single-layer construction
2.8.3 Shotcrete2.8.3.1 General; 2.8.3.2 Process technology, equipment and handling; 2.8.3.3 Mixing and recipes; 2.8.3.4 Influence of materials technology and process technology; 2.8.3.5 Quality criteria, material behaviour and calculation methods, quality control; 2.8.3.6 Mechanisation of shotcrete technology; 2.8.3.7 Steel fibre concrete; 2.8.3.8 Working safety; 2.8.4 Cast concrete; 2.8.4.1 Formwork; 2.8.4.2 Concreting; 2.8.4.3 Reinforced or unreinforced concrete lining; 2.8.4.4 Factors affecting crack formation; 2.8.4.5 Disadvantages of nominal reinforcement; 2.8.4.6 Stripping times
2.8.4.7 Filling of the crown gap2.8.4.8 Joint details; 2.8.4.9 Single-pass process, extruded concrete; 2.8.4.10 After-treatment; 2.8.5 Precast elements, cast segments; 2.8.5.1 Steel segments; 2.8.5.2 Cast steel segments; 2.8.5.3 Cast iron segments; 2.8.5.4 Reinforced concrete segments; 2.8.5.5 Geometrical shapes and arrangement; 2.8.5.6 Details of radial joints; 2.8.5.7 Circumferential joint details; 2.8.5.8 Fixing and sealing systems; 2.8.5.9 Segment gaskets; 2.8.5.10 Production of reinforced concrete segments; 2.8.5.11 Installation of segment lining; 2.8.6 Linings for sewer tunnels
2.8.7 Yielding elements3 The classic methods and their further developments; 3.1 General; 3.2 Full-face excavation; 3.3 Partial-face excavation; 3.3.1 Bench excavation; 3.3.2 The Belgian or underpinning tunnelling method; 3.3.3 The German or remaining core tunnelling method; 3.3.4 The Austrian or upraise tunnelling method; 3.3.5 The New Austrian Tunnelling Method; 3.3.6 The English tunnelling method; 3.3.7 The Italian or packing tunnelling method; 3.4 Classic shield drives; 3.5 The classic tunnelling machines; 4 Shotcrete tunnelling; 4.1 General; 4.2 Top heading process
4.2.1 Shotcrete tunnelling method
Record Nr. UNISA-996205774903316
Maidl Bernhard  
Berlin : , : Ernst & Sohn, , [2013]
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl
Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl
Autore Maidl Bernhard
Edizione [First edition.]
Pubbl/distr/stampa Berlin : , : Ernst & Sohn, , [2013]
Descrizione fisica 1 online resource (485 p.)
Disciplina 485
Altri autori (Persone) ThewesMarkus
MaidlUlrich
Soggetto topico Tunneling
ISBN 3-433-60351-0
3-433-60349-9
3-433-60350-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Volume I: Structures and Methods; The authors; Foreword to the English edition; Foreword to the 3rd German edition; Foreword to the 2nd German edition; Foreword to the 1st German edition; Contents; 1 Introduction; 1.1 General; 1.2 Historical development; 1.3 Terms and descriptions; 2 Support methods and materials; 2.1 General; 2.2 Action of the support materials; 2.2.1 Stiffness and deformability; 2.2.2 Bond; 2.2.3 Time of installation; 2.3 Timbering; 2.3.1 General; 2.3.2 Frame set timbering; 2.3.3 Trussed timbering; 2.3.4 Shoring and lagging; 2.4 Steel ribs; 2.4.1 General
2.4.2 Profile forms2.4.3 Examples of typical arch forms for large and small tunnels; 2.4.4 Installation; 2.5 Lattice beam elements; 2.6 Advance support measures; 2.6.1 Steel lagging sheets and plates; 2.6.2 Spiles; 2.6.3 Injection tubes; 2.6.4 Pipe screens, grout screens, jet grout screens; 2.6.5 Ground freezing; 2.7 Rock bolts; 2.7.1 General; 2.7.2 Mode of action; 2.7.3 Anchor length and spacing; 2.7.4 Load-bearing behaviour; 2.7.5 Anchor types; 2.8 Concrete in tunnelling; 2.8.1 General; 2.8.2 Construction variants; 2.8.2.1 Two-layer construction; 2.8.2.2 Single-layer construction
2.8.3 Shotcrete2.8.3.1 General; 2.8.3.2 Process technology, equipment and handling; 2.8.3.3 Mixing and recipes; 2.8.3.4 Influence of materials technology and process technology; 2.8.3.5 Quality criteria, material behaviour and calculation methods, quality control; 2.8.3.6 Mechanisation of shotcrete technology; 2.8.3.7 Steel fibre concrete; 2.8.3.8 Working safety; 2.8.4 Cast concrete; 2.8.4.1 Formwork; 2.8.4.2 Concreting; 2.8.4.3 Reinforced or unreinforced concrete lining; 2.8.4.4 Factors affecting crack formation; 2.8.4.5 Disadvantages of nominal reinforcement; 2.8.4.6 Stripping times
2.8.4.7 Filling of the crown gap2.8.4.8 Joint details; 2.8.4.9 Single-pass process, extruded concrete; 2.8.4.10 After-treatment; 2.8.5 Precast elements, cast segments; 2.8.5.1 Steel segments; 2.8.5.2 Cast steel segments; 2.8.5.3 Cast iron segments; 2.8.5.4 Reinforced concrete segments; 2.8.5.5 Geometrical shapes and arrangement; 2.8.5.6 Details of radial joints; 2.8.5.7 Circumferential joint details; 2.8.5.8 Fixing and sealing systems; 2.8.5.9 Segment gaskets; 2.8.5.10 Production of reinforced concrete segments; 2.8.5.11 Installation of segment lining; 2.8.6 Linings for sewer tunnels
2.8.7 Yielding elements3 The classic methods and their further developments; 3.1 General; 3.2 Full-face excavation; 3.3 Partial-face excavation; 3.3.1 Bench excavation; 3.3.2 The Belgian or underpinning tunnelling method; 3.3.3 The German or remaining core tunnelling method; 3.3.4 The Austrian or upraise tunnelling method; 3.3.5 The New Austrian Tunnelling Method; 3.3.6 The English tunnelling method; 3.3.7 The Italian or packing tunnelling method; 3.4 Classic shield drives; 3.5 The classic tunnelling machines; 4 Shotcrete tunnelling; 4.1 General; 4.2 Top heading process
4.2.1 Shotcrete tunnelling method
Record Nr. UNINA-9910138997103321
Maidl Bernhard  
Berlin : , : Ernst & Sohn, , [2013]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl
Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl
Autore Maidl Bernhard
Edizione [First edition.]
Pubbl/distr/stampa Berlin : , : Ernst & Sohn, , [2013]
Descrizione fisica 1 online resource (485 p.)
Disciplina 485
Altri autori (Persone) ThewesMarkus
MaidlUlrich
Soggetto topico Tunneling
ISBN 3-433-60351-0
3-433-60349-9
3-433-60350-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; Volume I: Structures and Methods; The authors; Foreword to the English edition; Foreword to the 3rd German edition; Foreword to the 2nd German edition; Foreword to the 1st German edition; Contents; 1 Introduction; 1.1 General; 1.2 Historical development; 1.3 Terms and descriptions; 2 Support methods and materials; 2.1 General; 2.2 Action of the support materials; 2.2.1 Stiffness and deformability; 2.2.2 Bond; 2.2.3 Time of installation; 2.3 Timbering; 2.3.1 General; 2.3.2 Frame set timbering; 2.3.3 Trussed timbering; 2.3.4 Shoring and lagging; 2.4 Steel ribs; 2.4.1 General
2.4.2 Profile forms2.4.3 Examples of typical arch forms for large and small tunnels; 2.4.4 Installation; 2.5 Lattice beam elements; 2.6 Advance support measures; 2.6.1 Steel lagging sheets and plates; 2.6.2 Spiles; 2.6.3 Injection tubes; 2.6.4 Pipe screens, grout screens, jet grout screens; 2.6.5 Ground freezing; 2.7 Rock bolts; 2.7.1 General; 2.7.2 Mode of action; 2.7.3 Anchor length and spacing; 2.7.4 Load-bearing behaviour; 2.7.5 Anchor types; 2.8 Concrete in tunnelling; 2.8.1 General; 2.8.2 Construction variants; 2.8.2.1 Two-layer construction; 2.8.2.2 Single-layer construction
2.8.3 Shotcrete2.8.3.1 General; 2.8.3.2 Process technology, equipment and handling; 2.8.3.3 Mixing and recipes; 2.8.3.4 Influence of materials technology and process technology; 2.8.3.5 Quality criteria, material behaviour and calculation methods, quality control; 2.8.3.6 Mechanisation of shotcrete technology; 2.8.3.7 Steel fibre concrete; 2.8.3.8 Working safety; 2.8.4 Cast concrete; 2.8.4.1 Formwork; 2.8.4.2 Concreting; 2.8.4.3 Reinforced or unreinforced concrete lining; 2.8.4.4 Factors affecting crack formation; 2.8.4.5 Disadvantages of nominal reinforcement; 2.8.4.6 Stripping times
2.8.4.7 Filling of the crown gap2.8.4.8 Joint details; 2.8.4.9 Single-pass process, extruded concrete; 2.8.4.10 After-treatment; 2.8.5 Precast elements, cast segments; 2.8.5.1 Steel segments; 2.8.5.2 Cast steel segments; 2.8.5.3 Cast iron segments; 2.8.5.4 Reinforced concrete segments; 2.8.5.5 Geometrical shapes and arrangement; 2.8.5.6 Details of radial joints; 2.8.5.7 Circumferential joint details; 2.8.5.8 Fixing and sealing systems; 2.8.5.9 Segment gaskets; 2.8.5.10 Production of reinforced concrete segments; 2.8.5.11 Installation of segment lining; 2.8.6 Linings for sewer tunnels
2.8.7 Yielding elements3 The classic methods and their further developments; 3.1 General; 3.2 Full-face excavation; 3.3 Partial-face excavation; 3.3.1 Bench excavation; 3.3.2 The Belgian or underpinning tunnelling method; 3.3.3 The German or remaining core tunnelling method; 3.3.4 The Austrian or upraise tunnelling method; 3.3.5 The New Austrian Tunnelling Method; 3.3.6 The English tunnelling method; 3.3.7 The Italian or packing tunnelling method; 3.4 Classic shield drives; 3.5 The classic tunnelling machines; 4 Shotcrete tunnelling; 4.1 General; 4.2 Top heading process
4.2.1 Shotcrete tunnelling method
Record Nr. UNINA-9910817560403321
Maidl Bernhard  
Berlin : , : Ernst & Sohn, , [2013]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Handbook of tunnel engineering II : basics and additional services for design and construction / / Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design
Handbook of tunnel engineering II : basics and additional services for design and construction / / Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design
Autore Maidl Bernhard
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2014
Descrizione fisica 1 online resource (460 p.)
Disciplina 624.193
Altri autori (Persone) ThewesMarkus
MaidlUlrich
DavidSturge
FrankSonja
Soggetto topico Tunnels - Design and construction
Tunneling
ISBN 3-433-60355-3
3-433-60353-7
3-433-60354-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; The authors; Foreword to the English edition; Foreword to the 3rd German edition; Foreword to the 2nd German edition; Foreword to the 1st German edition; Table of Contents; 1 General Principles for the Design of the Cross-section; 1.1 General; 1.2 Dependence on intended use; 1.2.1 Road tunnels; 1.2.2 Constructional measures for road safety in tunnels; 1.2.3 Rail tunnels; 1.2.4 Construction of rail tunnels; 1.2.5 Underground railway and underground tram tunnels; 1.2.6 Innovative transport systems; 1.2.7 Monorail with magnetic levitation, Transrapid, Metrorapid
1.2.8 Other underground works1.3 The influence of the ground; 1.4 Dependency on construction process; 2 Engineering geology aspects for design and classification; 2.1 General; 2.2 Origin, properties and categorisation of rocks; 2.2.1 General basics; 2.2.2 Categorisation of rocks; 2.2.3 Categorisation of soils; 2.3 Engineering geology and rock mechanics investigations; 2.3.1 Engineering geology investigations; 2.3.2 Rock mechanics investigations; 2.4 The ground and its classification; 2.4.1 Ground; 2.4.2 Classification of the rock mass; 2.4.2.1 General; 2.4.2.2 Basic system of classification
2.4.2.3 Q System (Quality System)2.4.2.4 RMR System (Rock Mass Rating System); 2.4.2.5 Relationship between Q and RMR systems; 2.4.3 Standards, guidelines and recommendations; 2.4.3.1 Classification in Germany; 2.4.3.2 Classification in Switzerland ("Klassierung" according to the SIA standard); 2.4.3.3 Classification in Austria; 2.4.4 Example of a project-related classification according to DIN 18312 for the shotcrete process; 2.4.4.1 Procedure at the Oerlinghausen Tunnel; 2.4.4.2 Description of the tunnelling classes for the Oerlinghausen Tunnel; 2.5 Special features for tunnelling machines
2.5.1 General2.5.2 Influences on the boring process; 2.5.3 Influences on the machine bracing; 2.5.4 Influences on the temporary support; 2.5.5 Classification for excavation and support; 2.5.5.1 General and objective for mechanised tunnelling; 2.5.5.2 Classification systems and investigation of suitability for tunnel boring machines; 2.5.6 Standards, guidelines and recommendations; 2.5.6.1 Classification in Germany; 2.5.6.2 Classification in Switzerland; 2.5.6.3 Classification in Austria; 2.5.7 New classification proposal; 3 Structural design verifications, structural analysis of tunnels
3.1 General3.2 Ground pressure theories; 3.2.1 Historical development; 3.2.2 Primary and secondary stress states in the rock mass; 3.2.2.1 Primary stress state; 3.2.2.2 Secondary stress state; 3.3 General steps of model formation; 3.4 Analytical processes and their modelling; 3.4.1 Modelling of shallow tunnels in loose ground; 3.4.2 Modelling deep tunnels in loose ground; 3.4.3 Modelling tunnels in solid rock; 3.4.4 Bedded beam models; 3.5 Numerical methods; 3.5.1 Finite Difference Method (FDM); 3.5.2 Finite Element Method (FEM); 3.5.3 Boundary Element Method (BEM)
3.5.4 Combination of finite element and boundary element methods
Record Nr. UNINA-9910138959403321
Maidl Bernhard  
Berlin, Germany : , : Ernst & Sohn, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Handbook of tunnel engineering II : basics and additional services for design and construction / / Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design
Handbook of tunnel engineering II : basics and additional services for design and construction / / Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design
Autore Maidl Bernhard
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2014
Descrizione fisica 1 online resource (460 p.)
Disciplina 624.193
Altri autori (Persone) ThewesMarkus
MaidlUlrich
DavidSturge
FrankSonja
Soggetto topico Tunnels - Design and construction
Tunneling
ISBN 3-433-60355-3
3-433-60353-7
3-433-60354-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; The authors; Foreword to the English edition; Foreword to the 3rd German edition; Foreword to the 2nd German edition; Foreword to the 1st German edition; Table of Contents; 1 General Principles for the Design of the Cross-section; 1.1 General; 1.2 Dependence on intended use; 1.2.1 Road tunnels; 1.2.2 Constructional measures for road safety in tunnels; 1.2.3 Rail tunnels; 1.2.4 Construction of rail tunnels; 1.2.5 Underground railway and underground tram tunnels; 1.2.6 Innovative transport systems; 1.2.7 Monorail with magnetic levitation, Transrapid, Metrorapid
1.2.8 Other underground works1.3 The influence of the ground; 1.4 Dependency on construction process; 2 Engineering geology aspects for design and classification; 2.1 General; 2.2 Origin, properties and categorisation of rocks; 2.2.1 General basics; 2.2.2 Categorisation of rocks; 2.2.3 Categorisation of soils; 2.3 Engineering geology and rock mechanics investigations; 2.3.1 Engineering geology investigations; 2.3.2 Rock mechanics investigations; 2.4 The ground and its classification; 2.4.1 Ground; 2.4.2 Classification of the rock mass; 2.4.2.1 General; 2.4.2.2 Basic system of classification
2.4.2.3 Q System (Quality System)2.4.2.4 RMR System (Rock Mass Rating System); 2.4.2.5 Relationship between Q and RMR systems; 2.4.3 Standards, guidelines and recommendations; 2.4.3.1 Classification in Germany; 2.4.3.2 Classification in Switzerland ("Klassierung" according to the SIA standard); 2.4.3.3 Classification in Austria; 2.4.4 Example of a project-related classification according to DIN 18312 for the shotcrete process; 2.4.4.1 Procedure at the Oerlinghausen Tunnel; 2.4.4.2 Description of the tunnelling classes for the Oerlinghausen Tunnel; 2.5 Special features for tunnelling machines
2.5.1 General2.5.2 Influences on the boring process; 2.5.3 Influences on the machine bracing; 2.5.4 Influences on the temporary support; 2.5.5 Classification for excavation and support; 2.5.5.1 General and objective for mechanised tunnelling; 2.5.5.2 Classification systems and investigation of suitability for tunnel boring machines; 2.5.6 Standards, guidelines and recommendations; 2.5.6.1 Classification in Germany; 2.5.6.2 Classification in Switzerland; 2.5.6.3 Classification in Austria; 2.5.7 New classification proposal; 3 Structural design verifications, structural analysis of tunnels
3.1 General3.2 Ground pressure theories; 3.2.1 Historical development; 3.2.2 Primary and secondary stress states in the rock mass; 3.2.2.1 Primary stress state; 3.2.2.2 Secondary stress state; 3.3 General steps of model formation; 3.4 Analytical processes and their modelling; 3.4.1 Modelling of shallow tunnels in loose ground; 3.4.2 Modelling deep tunnels in loose ground; 3.4.3 Modelling tunnels in solid rock; 3.4.4 Bedded beam models; 3.5 Numerical methods; 3.5.1 Finite Difference Method (FDM); 3.5.2 Finite Element Method (FEM); 3.5.3 Boundary Element Method (BEM)
3.5.4 Combination of finite element and boundary element methods
Record Nr. UNISA-996215654303316
Maidl Bernhard  
Berlin, Germany : , : Ernst & Sohn, , 2014
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Handbook of tunnel engineering II : basics and additional services for design and construction / / Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design
Handbook of tunnel engineering II : basics and additional services for design and construction / / Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design
Autore Maidl Bernhard
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2014
Descrizione fisica 1 online resource (460 p.)
Disciplina 624.193
Altri autori (Persone) ThewesMarkus
MaidlUlrich
DavidSturge
FrankSonja
Soggetto topico Tunnels - Design and construction
Tunneling
ISBN 3-433-60355-3
3-433-60353-7
3-433-60354-5
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Cover; Title Page; The authors; Foreword to the English edition; Foreword to the 3rd German edition; Foreword to the 2nd German edition; Foreword to the 1st German edition; Table of Contents; 1 General Principles for the Design of the Cross-section; 1.1 General; 1.2 Dependence on intended use; 1.2.1 Road tunnels; 1.2.2 Constructional measures for road safety in tunnels; 1.2.3 Rail tunnels; 1.2.4 Construction of rail tunnels; 1.2.5 Underground railway and underground tram tunnels; 1.2.6 Innovative transport systems; 1.2.7 Monorail with magnetic levitation, Transrapid, Metrorapid
1.2.8 Other underground works1.3 The influence of the ground; 1.4 Dependency on construction process; 2 Engineering geology aspects for design and classification; 2.1 General; 2.2 Origin, properties and categorisation of rocks; 2.2.1 General basics; 2.2.2 Categorisation of rocks; 2.2.3 Categorisation of soils; 2.3 Engineering geology and rock mechanics investigations; 2.3.1 Engineering geology investigations; 2.3.2 Rock mechanics investigations; 2.4 The ground and its classification; 2.4.1 Ground; 2.4.2 Classification of the rock mass; 2.4.2.1 General; 2.4.2.2 Basic system of classification
2.4.2.3 Q System (Quality System)2.4.2.4 RMR System (Rock Mass Rating System); 2.4.2.5 Relationship between Q and RMR systems; 2.4.3 Standards, guidelines and recommendations; 2.4.3.1 Classification in Germany; 2.4.3.2 Classification in Switzerland ("Klassierung" according to the SIA standard); 2.4.3.3 Classification in Austria; 2.4.4 Example of a project-related classification according to DIN 18312 for the shotcrete process; 2.4.4.1 Procedure at the Oerlinghausen Tunnel; 2.4.4.2 Description of the tunnelling classes for the Oerlinghausen Tunnel; 2.5 Special features for tunnelling machines
2.5.1 General2.5.2 Influences on the boring process; 2.5.3 Influences on the machine bracing; 2.5.4 Influences on the temporary support; 2.5.5 Classification for excavation and support; 2.5.5.1 General and objective for mechanised tunnelling; 2.5.5.2 Classification systems and investigation of suitability for tunnel boring machines; 2.5.6 Standards, guidelines and recommendations; 2.5.6.1 Classification in Germany; 2.5.6.2 Classification in Switzerland; 2.5.6.3 Classification in Austria; 2.5.7 New classification proposal; 3 Structural design verifications, structural analysis of tunnels
3.1 General3.2 Ground pressure theories; 3.2.1 Historical development; 3.2.2 Primary and secondary stress states in the rock mass; 3.2.2.1 Primary stress state; 3.2.2.2 Secondary stress state; 3.3 General steps of model formation; 3.4 Analytical processes and their modelling; 3.4.1 Modelling of shallow tunnels in loose ground; 3.4.2 Modelling deep tunnels in loose ground; 3.4.3 Modelling tunnels in solid rock; 3.4.4 Bedded beam models; 3.5 Numerical methods; 3.5.1 Finite Difference Method (FDM); 3.5.2 Finite Element Method (FEM); 3.5.3 Boundary Element Method (BEM)
3.5.4 Combination of finite element and boundary element methods
Record Nr. UNINA-9910823808403321
Maidl Bernhard  
Berlin, Germany : , : Ernst & Sohn, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui