http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Cover -- Title -- Copyright -- Contents -- Preface -- Acknowledgements and permissions -- Abbreviations -- Symbols -- 1 Introduction -- 1.1 Philosophy of tunnelling -- 1.2 Scope of this book -- 1.3 Historical context -- 1.4 The nature of the ground -- 1.5 Tunnel cross section terminology -- 1.6 Content and layout of this book -- 2 Site investigation -- 2.1 Introduction -- 2.2 Site investigation during a project -- 2.2.1 Introduction -- 2.2.2 Desk study -- 2.2.3 Site reconnaissance -- 2.2.4 Ground investigation (overview) -- 2.3 Ground investigation -- 2.3.1 Introduction -- 2.3.2 Field investigations -- 2.3.3 Laboratory tests -- 2.4 Ground characteristics/parameters -- 2.4.1 Influence of layering on Young8217;s modulus -- 2.4.2 Squeezing and swelling ground -- 2.4.3 Typical ground parameters for tunnel design -- 2.4.4 Ground (rock mass) classification -- 2.5 Site investigation reports -- 2.5.1 Types of site investigation report -- 2.5.2 Key information for tunnel design -- 3 Preliminary analyses for the tunnel -- 3.1 Introduction -- 3.2 Preliminary stress pattern in the ground -- 3.3 Stability of soft ground -- 3.3.1 Stability of fine grained soils -- 3.3.2 Stability of coarse grained soils -- 3.4 The coefficient of lateral earth pressure (K0) -- 3.5 Preliminary analytical methods -- 3.5.1 Introduction -- 3.5.2 Bedded-beam spring method -- 3.5.3 Continuum method -- 3.5.4 Tunnel support resistance method -- 3.6 Preliminary numerical modelling -- 3.6.1 Introduction -- 3.6.2 Modelling the tunnel construction in 2-D -- 3.6.3 Modelling the tunnel construction in 3-D -- 3.6.4 Choice of ground and lining constitutive models -- 4 Ground improvement techniques and lining systems -- 4.1 Introduction -- 4.2 Ground improvement and stabilization techniques -- 4.2.1 Ground freezing -- 4.2.2 Lowering of the groundwater table -- 4.2.3 Grouting -- 4.2.4 Ground reinforcement -- 4.2.5 Forepoling -- 4.2.6 Face dowels -- 4.2.7 Roof pipe umbrella -- 4.2.8 Compensation grouting -- 4.2.9 Pressurized tunnelling (compressed air) -- 4.3 Tunnel lining systems -- 4.3.1 Lining design requirements -- 4.3.2 Sprayed concrete (shotcrete) -- 4.3.3 Ribbed systems -- 4.3.4 Segmental linings -- 4.3.5 In situ concrete linings -- 4.3.6 Fire resistance of concrete linings -- 5 Tunnel construction techniques -- 5.1 Introduction -- 5.2 Open face construction without a shield -- 5.2.1 Timber heading -- 5.2.2 Open face tunnelling with alternative linings -- 5.3 Partial face boring machine (roadheader) -- 5.4 Tunnelling shields -- 5.5 Tunnel boring machines -- 5.5.1 Introduction -- 5.5.2 Tunnel boring machines in hard rock -- 5.5.3 Tunnel boring machines in soft ground -- 5.6 Drill and blast tunnelling -- 5.6.1 Introduction -- 5.6.2 Drilling -- 5.6.3 Charging -- 5.6.4 Stemming -- 5.6.5 Detonating -- 5.6.6 Ventilation -- 5.6.7 Mucking and support -- 5.7 New Austrian Tunnelling Method and sprayed concrete lining -- 5.7.1 New Austrian Tunnelling Method -- 5.7.2 Sprayed concrete lining -- 5.7.3 LaserShell8482; technique -- 5.8 Cut-and-cover tunnels -- 5.8.1 Introduction -- 5.8.2 Construction methods -- 5.8.3 Design issues -- 5.8.4 Excavation support methods (shoring systems) for the sides of the exca.
David N. Chapman, Nicole Metje, and Alfred Stärk.
Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
Includes bibliographical references and index.