http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
"Tunnelling provides a robust solution to a variety of engineering challenges. It is a complex process, which requires a firm understanding of the ground conditions as well as the importance of ground-structure interaction. This book covers the full range of areas related to tunnel construction required to embark upon a career in tunnelling. It also includes a number of case studies related to real tunnel projects, to demonstrate how the theory applies in practice. New features of this second edition include: the introduction of a case study related to Crossrail's project in London, focussing on the Whitechapel and Liverpool Street station tunnels and including considerations of building tunnels in a congested urban area; and further information on recent developments in tunnel boring machines, including further examples of all the different types of machine as well as multi-mode machines. The coverage includes:Both hard-rock and soft-ground conditionsSite investigation, parameter selection, and design considerationsMethods of improving the stability of the ground and lining techniquesDescriptions of the various main tunnelling techniquesHealth and safety considerationsMonitoring of tunnels during constructionDescription of the latest tunnel boring machinesCase studies with real examples, including Crossrail's project in LondonClear, concise, and heavily illustrated, this is a vital text for final-year undergraduate and MSc students and an invaluable starting point for young professionals and novices in tunnelling."--Provided by publisher
Cover; Half Title; Title Page; Copyright Page; Disclaimer; Dedication; Contents; Abbreviations; Symbols; Preface to the second edition; Preface to the first edition; Acknowledgements and permissions; Authors; 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 investigation2.3.1 Introduction; 2.3.2 Field investigations; 2.3.3 Laboratory tests; 2.3.4 Hydrogeological model; 2.4 Ground characteristics/parameters; 2.4.1 Influence of layering on Young'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 Primary stress pattern in the ground; 3.3 Stability of soft ground.
3.3.1 Stability of fine-grained soils3.3.2 Stability of coarse-grained soils; 3.4 The coefficient of lateral earth pressure (K0); 3.4.1 Lateral pressure in a silo; 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 stabilisation techniques4.2.1 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 Pressurised 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 shield5.2.1 Timber heading; 5.2.2 Open face tunnelling with alternative linings; 5.3 Partial face boring machine (roadheader); 5.4 Tunnelling shields; 5.4.1 Examples of shields with partial excavation; 5.5 Tunnel boring machines; 5.5.1 Introduction; 5.5.2 TBMs in hard rock; 5.5.3 TBMs in soft ground; 5.5.4 Multimode TBMs; 5.5.5 Non-circular TBMs; 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; 5.6.8 Example of drill and blast cycle timings.
by David Chapman, Nicole Metje and Alfred Stark.
Includes bibliographical references and index.
Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force. WlAbNL