LEADER 05210nam 2200709 450 001 996215654303316 005 20200520144314.0 010 $a3-433-60355-3 010 $a3-433-60353-7 010 $a3-433-60354-5 035 $a(CKB)2550000001199639 035 $a(EBL)1603106 035 $a(SSID)ssj0001159791 035 $a(PQKBManifestationID)11592238 035 $a(PQKBTitleCode)TC0001159791 035 $a(PQKBWorkID)11117096 035 $a(PQKB)10658496 035 $a(OCoLC)874157853 035 $a(MiAaPQ)EBC1603106 035 $a(Au-PeEL)EBL1603106 035 $a(CaPaEBR)ebr10833782 035 $a(CaONFJC)MIL571628 035 $a(PPN)188213678 035 $a(EXLCZ)992550000001199639 100 $a20140215h20142014 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aHandbook of tunnel engineering II $ebasics and additional services for design and construction /$fBernhard Maidl, Markus Thewes, Ulrich Maidl ; translated by David Sturge ; Sonja Frank, cover design 210 1$aBerlin, Germany :$cErnst & Sohn,$d2014. 210 4$dİ2014 215 $a1 online resource (460 p.) 300 $aDescription based upon print version of record. 311 $a1-306-40377-4 311 $a3-433-03049-9 320 $aIncludes bibliographical references and index. 327 $aCover; Title Page; 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; Table of Contents; 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 327 $a1.2.8 Other underground works1.3 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 327 $a2.4.2.3 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 327 $a2.5.1 General2.5.2 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 327 $a3.1 General3.2 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) 327 $a3.5.4 Combination of finite element and boundary element methods 330 $aThis title presents additional services for the design and construction of tunnels, one of the most demanding challenges within engineering. 606 $aTunnels$xDesign and construction 606 $aTunneling 615 0$aTunnels$xDesign and construction. 615 0$aTunneling. 676 $a624.193 700 $aMaidl$b Bernhard$0888194 701 $aThewes$b Markus$0988646 701 $aMaidl$b Ulrich$0988647 701 $aDavid$b Sturge$0988648 701 $aFrank$b Sonja$0958430 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a996215654303316 996 $aHandbook of tunnel engineering II$92260652 997 $aUNISA LEADER 01792nam 2200397 450 001 996279825703316 005 20231021042628.0 010 $a1-4799-2172-6 035 $a(CKB)3460000000126367 035 $a(NjHacI)993460000000126367 035 $a(EXLCZ)993460000000126367 100 $a20231021d2013 uy 0 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$a2013 20th International Packet Video Workshop $e(PV 2013) : San Jose, California, USA, 12-13 December 2013 /$fInternational Packet Video Workshop 210 1$aPiscataway, N.J. :$cIEEE,$d2013. 215 $a1 online resource (165 pages) $cillustrations 311 $a1-4799-3930-7 330 $aThe 20th International Packet Video Workshop (PV 2013) is devoted to presenting technological advancements and innovations in video and multimedia transmission over packet networks, in particular wireless and Internet networks The workshop provides a unique venue for people from the media coding and networking fields to meet, interact and exchange ideas Its charter is to promote the research and development in both established and emerging areas of video streaming and multimedia networking. 517 $aPacket Video Workshop 606 $aPacket switching (Data transmission)$vCongresses 606 $aDigital communications$vCongresses 606 $aImage transmission$vCongresses 615 0$aPacket switching (Data transmission) 615 0$aDigital communications 615 0$aImage transmission 676 $a004 801 0$bNjHacI 801 1$bNjHacl 906 $aPROCEEDING 912 $a996279825703316 996 $a2013 20th International Packet Video Workshop$92496359 997 $aUNISA