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Handbook of tunnel engineering II : basics and additional services for design and construction /
"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...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Alemán |
| Publicado: |
Berlin, Germany :
Ernst & Sohn,
2014.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Maidl, Bernhard. | |
| 245 | 1 | 0 | |a Handbook of tunnel engineering II : |b basics and additional services for design and construction / |c Bernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design. |
| 264 | 1 | |a Berlin, Germany : |b Ernst & Sohn, |c 2014. | |
| 264 | 4 | |c ©2014 | |
| 300 | |a 1 online resource (460 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Online resource; title from PDF title page (ebrary, viewed February 14, 2014). | |
| 520 | |a "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"--Provided by publisher | ||
| 546 | |a Translated from the German. | ||
| 505 | 0 | |a Cover -- Title Page -- Table of Contents -- 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 -- 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 investigations -- 2.3.1 Engineering geology investigations -- 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. | |
| 505 | 8 | |a 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 -- 3.3 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. | |
| 505 | 8 | |a 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 -- 4.3.1.6 Inclinometer / deflectometer 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Tunnels |x Design and construction. | |
| 650 | 0 | |a Tunneling. | |
| 650 | 6 | |a Tunnels |x Conception et construction. | |
| 650 | 7 | |a tunneling. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Tunneling |2 fast | |
| 650 | 7 | |a Tunnels |x Design and construction |2 fast | |
| 655 | 7 | |a handbooks. |2 aat | |
| 655 | 7 | |a Handbooks and manuals. |2 lcgft | |
| 655 | 7 | |a Guides et manuels. |2 rvmgf | |
| 700 | 1 | |a Thewes, Markus. | |
| 700 | 1 | |a Maidl, Ulrich. | |
| 700 | 1 | |a David, Sturge. | |
| 700 | 1 | |a Frank, Sonja. | |
| 758 | |i has work: |a Basics and additional services for design and construction Handbook of tunnel engineering 2 (Text) |1 https://id.oclc.org/worldcat/entity/E39PCGGm677JKwmddTFhrHhBHd |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Maidl, Bernhard. |t Handbook of tunnel engineering II : basics and additional services for design and construction. |d Berlin, Germany : Ernst & Sohn, ©2014 |h xxix, 428 pages |z 9783433030493 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1603106 |z Texto completo |
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