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Handbook of Tunnel Engineering II: Basics and Additional Services for Design and Construction

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Descripción

Tunnel engineering is one of the oldest, most interesting but also challenging engineering disciplines and demands not only theoretical knowledge but also practical experience in geology, geomechanics, structural design, concrete construction, machine technology, construction process technology and construction management.


Características

  • ISBN: 978-3-433-03049-3
  • Páginas: 458
  • Tamaño: 17x24
  • Edición:
  • Idioma: Inglés
  • Año: 2014

Compra bajo pedidoDisponibilidad: 15 a 30 Días

Contenido Handbook of Tunnel Engineering II: Basics and Additional Services for Design and Construction

Tunnel engineering is one of the oldest, most interesting but also challenging engineering disciplines and demands not only theoretical knowledge but also practical experience in geology, geomechanics, structural design, concrete construction, machine technology, construction process technology and construction management. The two-volume "Handbuch des Tunnel- und Stollenbaus" has been the standard reference work for German-speaking tunnellers in theory and practice for 30 years. The new English edition is based on a revised and adapted version of the third German edition and reflects the latest state of knowledge. The book is published in two volumes, with the second volume covering both theoretical themes like design basics, geological engineering, structural design of tunnels and monitoring instrumentation, and also the practical side of work on the construction site such as dewatering, waterproofing and scheduling as well as questions of tendering, award and contracts, data management and process controlling. As with volume I, all chapters include practical examples.

Table of Contents

Volume II: Basics and Additional Services for Design and Construction*

The authors V

Foreword to the English edition

Foreword to the 3rd German edition

Foreword to the 2nd German edition

Foreword to the 1st German edition

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 works  
1.3 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 in
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 General
2.5.2 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 General
3.2 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 
3.2.2.3.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
3.6 The application of the finite element method in tunnelling 
3.6.1 “Step-by-Step” technique  
3.6.2 Iteration process
3.6.3 Simulation of uncoupled partial excavations 
3.7 Special applications of the FEM in tunnelling
3.7.1 Modelling of deformation slots
3.7.2 Determination of the loosening of the rock mass from blasting
3.8 Structural design
3.8.1 General principles 
3.8.2 Design method for steel fibre concrete tunnel linings
3.8.3 Conventionally reinforced shotcrete versus steel fibre shotcrete

4 Measurement for monitoring, probing and recording evidence

4.1 General
4.2 Measurement programme
4.2.1 General
4.2.2 Measurements of construction states
4.2.2.1 Standard monitoring section
4.2.2.2 Principal monitoring sections 
4.2.2.3 Surface measurements  
4.2.2.4 Basic rules for implementation and evaluation 
4.2.3 Measurement of the final state
4.2.3.1 Measurement programme  
4.2.3.2 Evaluation
4.2.4 Special features of shield drives
4.2.4.1 Instrumentation
4.2.4.2 Recording and evaluation of machine data
4.2.5 IT systems for the recording and evaluation of geotechnical data
4.3 Measurement processes, instruments
4.3.1 Deformation measurement
4.3.1.1 Geodetic surveying
4.3.1.2 Convergence measurements
4.3.1.3 Optical surveying of displacement with electronic total station
4.3.1.4 Surface surveying 
4.3.1.5 Extensometer measurements
4.3.1.7 Sliding micrometer measurements
4.3.1.8 Trivec measurements 
4.3.2 Profile surveying
4.3.2.1 Photogrammetric scanner 
4.3.3 Stress and strain measurements in the support layer
4.3.3.1 Radial and tangential stress measurement in concrete
4.3.3.2 Measurements in steel arches 
4.3.4 Measurements of the loading and function of anchors
4.3.4.1 Checking of anchor forces in unbonded anchors
4.3.4.2 Checking of anchor forces with mechanical measurement anchors
4.4 Geophysical exploration ahead of the face
4.4.1 Seismology
4.4.2 Geoelectrical
4.4.3 Gravimetric
4.4.4 Geomagnetic
4.4.5 Geothermal
4.4.6 Examples and experience  
4.4.6.1 Probing with SSP (Sonic Softground Probing) 
4.4.6.2 Probing karst caves
4.5 Monitoring and evidence-gathering measures for tunnelling beneath buildings and transport infrastructure
4.5.1 General
4.5.2 Monitoring and evidence-gathering measures
4.5.3 Noise and vibration protection
4.5.4 Permissible deformation of buildings

5 Dewatering, waterproofing and drainage

5.1 General
5.2 Dewatering during construction
5.2.1 Water quantity and difficulties
5.2.1.1 Water flow in the ground  
5.2.1.2 Forms of underground water 
5.2.1.3 Payment and quantity measurement
5.2.2 Measures to collect and drain groundwater
5.2.2.1 Measures to collect water 
5.2.2.2 Measures to drain water, open dewatering
5.2.2.3 Drainage boreholes and drainage tunnels
5.2.3 Obstructions and reduced performance
5.2.3.1 General description
5.2.3.2 Influence of groundwater on the advance rate
5.2.3.3 Influence of groundwater on tunnelling costs 
5.2.4 Environmental impact and cleaning
5.2.4.1 Effect on the groundwater system
5.2.4.2 Effects on groundwater quality
5.2.5 Sealing groundwater
5.2.5.1 Grouting process
5.2.5.2 Ground freezing
5.3 Tunnel waterproofing
5.3.1 Requirements 
5.3.1.1 Required degree of water-tightness
5.3.1.2 Requirements resulting from geological and hydrological conditions
5.3.1.3 Material requirements 
5.3.1.4 Requirements for the construction process
5.3.1.5 Requirements for design and detailing
5.3.1.6 Maintenance
5.3.1.7 Requirements of the users 
5.3.1.8 Requirements of environmental and waterways protection
5.3.1.9 Requirements of cost-effectiveness
5.3.2 Waterproofing concepts
5.3.2.1 Categorisation 
5.3.2.2 Preliminary waterproofing
5.3.2.3 Main waterproofing
5.3.2.4 Repair of waterproofing
5.3.3 Waterproofing elements and materials
5.3.3.1 Waterproof concrete
5.3.3.2 Water-resistant plaster, sealing mortar, resin concrete
5.3.3.3 Bituminous waterproofing
5.3.3.4 Plastic waterproofing membranes
5.3.3.5 Sprayed waterproofing 
5.3.3.6 Metallic waterproofing materials
5.3.4 Testing of seams in waterproofing membranes 
5.4 Tunnel drainage
5.4.1 The origin of sintering 
5.4.2 Design of tunnel drainage for low sintering
5.4.3 Construction of tunnel drainage to reduce sintering
5.4.3.1 Camera surveys of the pipe runs between the manholes
5.4.3.2 Data processing and administration
5.4.3.3 Other quality assurance measures during the construction phase
5.4.4 Operation and maintenance of drainage systems to reduce sintering
5.4.4.1 Concepts to reduce maintenance through improvements to systems
5.4.4.2 Cleaning of drainage systems

6 New measurement and control technology in tunnelling

6.1 General
6.2 Measurement instruments
6.2.1 Gyroscopic devices
6.2.2 Lasers
6.2.3 Optical components for laser devices
6.2.4 Optical receiver devices
6.2.5 Hose levelling instruments
6.2.6 Inclinometer
6.3 Control in drill and blast tunnelling
6.3.1 Drilling jumbo navigation
6.3.2 Determining the position of a drilling boom 
6.3.3 Hydraulic parallel holding of the feeds
6.3.4 Control of drill booms by microprocessors
6.3.5 Hydraulic drill booms 
6.4 Control of roadheaders
6.4.1 Movement parameters determined by the control system
6.4.2 Roadheader control system from Voest Alpine 
6.4.3 Roadheader control system from Eickhoff
6.4.4 Roadheader control system from ZED
6.5 Control of tunnel boring machines (TBM)
6.5.1 General
6.5.2 Steering with laser beam and active target
6.6 Steering of small diameter tunnels
6.6.1 General
6.6.2 Steering with a ship’s gyrocompass
6.6.3 Pipe jacking steering with laser beam and active target
6.6.4 Steering with travelling total station

7 Special features of scheduling tunnel works

7.1 General
7.2 Historical overview
7.3 General planning of tunnel drives 
7.4 Planning tools
7.5 Control methods
7.5.1 Control of deadlines
7.5.2 Cost control
7.6 Examples of construction schedules 
7.6.1 Construction schedule for the City Tunnel, Leipzig
7.6.2 Scheduling of rail tunnels through the example of the Landrücken Tunnel and the particular question of starting points
7.6.3 Scheduling of road tunnels through the example of the Arlberg Tunnel
7.6.4 Scheduling of inner-city tunnelling through the example of the Stadtbahn Dortmund
7.6.5 Scheduling of a shield tunnel through the example of Stadtbahn Essen

8 Safety and safety planning 

8.1 General
8.2 International guidelines and national regulations
8.2.1 Directive 89/391/EEC 
8.2.2 Directive 92/57/EEC 
8.2.3 Directive 93/15/EEC
8.2.5 Implementation into national regulations for blasting
8.3 Integrated safety plan
8.3.1 The safety plan as a management plan
8.3.2 Safety objectives
8.3.3 Danger scenarios and risk analyses
8.3.4 Measures plan
8.4 Transport, storage and handling of explosives
8.4.1 Transport to the site
8.4.2 Storage on the site
8.4.3 Transport on site
8.4.4 Handling
8.5 Training of skilled workers
8.6 The construction site regulations (BaustellV)
8.6.1 General
8.6.2 The tools of the construction site regulations 
8.6.3 The health and safety plan (health and safety plan)
8.6.4 Working steps in the production of a health and safety plan
8.7 Example of a tender for health and safety protection
8.7.1 General
8.7.2 Health and safety concept  
8.7.2.1 Hazard analyses
8.7.2.2 Fire protection, escape and rescue concept
8.7.2.3 Health protection concept  
8.7.2.4 Site facilities plans
8.7.2.5 Concept for traffic control measures inside the site area
8.7.2.6 Documents with information for later works to the structure
8.7.2.7 Measures to prevent danger to third parties resulting from the duty to maintain road safety

9 Special features in tendering, award and contract

9.1 General
9.2 Examples of forms of contract
9.2.1 Procedure in Switzerland  
9.2.2 Procedure in the Netherlands 
9.2.3 Procedure in Germany  
9.3 Design and geotechnical requirements for the tendering of mechanised tunnelling as an alternative proposal  
9.3.1 General
9.3.2 Examples: Adler Tunnel, Sieberg Tunnel, Stuttgart Airport Tunnel, Rennsteig Tunnel, Lainzer Tunnel
9.3.3 Additional requirements for mechanised tunnelling in the tender documents
9.3.4 Costs as a decision criterion

9.3.5 Outlook

10 Process controlling and data management

10.1 Introduction
10.2 Procedure
10.3 Data management
10.4 Target-actual comparison 
10.5 Target process structure
10.6 Analysis of the actual process

11 DAUB recommendations for the selection of tunnelling machines

11.1 Preliminary notes
11.2 Regulatory works
11.2.1 National regulations
11.2.2 International standards  
11.2.3 Standards and other regulatory works
11.3 Definitions and abbreviations
11.3.1 Definitions
11.3.2 Abbreviations 
11.4 Application and structure of the recommendations
11.5 Categorisation of tunnelling machines
11.5.1 Types of tunnelling machine (TVM)
11.5.2 Tunnel boring machines (TBM)
11.5.2.1 Tunnel boring machines without shield (Gripper TBM)
11.5.2.2 Enlargement tunnel boring machines (ETBM) 
11.5.2.3 Tunnel boring machine with shield (TBM-S)
11.5.3 Double shield machines (DSM)
11.5.4 Shield machines (SM)  
11.5.4.1 Shield machines for full-face excavation (SM-V)
11.5.4.2 Shield machines with partial face excavation (SM-T)
11.5.5 Adaptable shield machines with convertible process technology (KSM)
11.5.6 Special types
11.5.6.2 Shields with multiple circular cross-sections 
11.5.6.3 Articulated shields
11.5.7 Support and lining
11.5.7.1 Tunnel boring machines (TBM)
11.5.7.2 Tunnel boring machines with shield (TBM-S), Shield machines (SM, DSM, KSM)
11.5.7.3 Advance support
11.5.7.4 Support next to the tunnelling machine
11.6 Ground and system behaviour
11.6.1 Preliminary remarks
11.6.2 Ground stability and face support
11.6.3 Excavation
11.6.3.1 Sticking
11.6.3.2 Wear
11.6.3.3 Soil conditioning
11.6.3.4 Soil separation
11.6.3.5 Soil transport and tipping  
11.7 Environmental aspects
11.8 Other project conditions 
11.9 Scope of application and selection criteria
11.9.1 General notes about the use of the tables
11.9.1.1 Core area of application
11.9.1.2 Possible areas of application
11.9.1.3 Critical areas of application
11.9.1.4 Classification in soft ground
11.9.1.5 Classification in rock 
11.9.2 Notes about each type of tunnelling machine
11.9.2.1 TBM (Tunnel boring machine)
11.9.2.2 DSM (Double shield machines)
11.9.2.3 SM-V1 (full-face excavation, face without support)
11.9.2.4 SM-V2 (full-face excavation, face with mechanical support)
11.9.2.5 SM-V3 (Full-face excavation, face with compressed air application)
11.9.2.6 SM-V4 (full-face excavation, face with slurry support)
11.9.2.7 SM-V5 (full-face excavation, face with earth pressure balance support)
11.9.2.8 SM-T1 (partial excavation, face without support)
11.9.2.9 SM-T2 (partial excavation, face with mechanical support)
11.9.2.10 SM-T3 (partial excavation, face with compressed air application)
11.9.2.11 SM-T4 (Partial excavation, face with slurry support)
11.9.2.12 KSM (Convertible shield machines)
11.10 Appendices

Bibliography  

Index

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