04799nam 2200661 450 99620577490331620200520144314.03-433-60351-03-433-60349-93-433-60350-2(CKB)2550000001130072(EBL)1457985(OCoLC)862608634(SSID)ssj0001159790(PQKBManifestationID)11747592(PQKBTitleCode)TC0001159790(PQKBWorkID)11134632(PQKB)10590955(MiAaPQ)EBC1457985(Au-PeEL)EBL1457985(CaPaEBR)ebr10780746(CaONFJC)MIL530119(PPN)188210342(EXLCZ)99255000000113007220131029h20132013 uy| 0engur|n|---|||||txtccrHandbook of tunnel engineeringVolume IStructures and methods /Bernhard Maidl, Markus Thewes, Ulrich MaidlFirst edition.Berlin :Ernst & Sohn,[2013]©20131 online resource (485 p.)Description based upon print version of record.3-433-03048-0 1-299-98868-7 Includes bibliographical references and index.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 General2.4.2 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 construction2.8.3 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 times2.8.4.7 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 tunnels2.8.7 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 process4.2.1 Shotcrete tunnelling methodTunnelingHandbooks, manuals, etcTunneling485Maidl Bernhard888194Thewes Markus988646Maidl Ulrich988647MiAaPQMiAaPQMiAaPQBOOK996205774903316Handbook of tunnel engineering2295684UNISA