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Record Nr. |
UNISA996205774903316 |
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Autore |
Maidl Bernhard |
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Titolo |
Handbook of tunnel engineering . Volume I Structures and methods / / Bernhard Maidl, Markus Thewes, Ulrich Maidl |
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Pubbl/distr/stampa |
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Berlin : , : Ernst & Sohn, , [2013] |
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©2013 |
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ISBN |
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3-433-60351-0 |
3-433-60349-9 |
3-433-60350-2 |
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Edizione |
[First edition.] |
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Descrizione fisica |
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1 online resource (485 p.) |
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Altri autori (Persone) |
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Disciplina |
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Soggetti |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and index. |
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Nota di contenuto |
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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 |
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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 |
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