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001444232 001__ 1444232
001444232 003__ OCoLC
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001444232 020__ $$a9783030931933$$q(electronic bk.)
001444232 020__ $$a3030931935$$q(electronic bk.)
001444232 020__ $$z3030931927
001444232 020__ $$z9783030931926
001444232 0247_ $$a10.1007/978-3-030-93193-3$$2doi
001444232 035__ $$aSP(OCoLC)1295276710
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001444232 050_4 $$aTA815
001444232 08204 $$a624.1/93$$223
001444232 1001_ $$aPanet, Marc,$$eauthor.
001444232 24010 $$aCalcul des tunnels par la méthode convergence-confinement.$$lEnglish
001444232 24510 $$aConvergence-confinement method for tunnel design /$$cMarc Panet, Jean Sulem.
001444232 260__ $$aCham :$$bSpringer,$$c2022.
001444232 300__ $$a1 online resource (156 pages)
001444232 336__ $$atext$$btxt$$2rdacontent
001444232 337__ $$acomputer$$bc$$2rdamedia
001444232 338__ $$aonline resource$$bcr$$2rdacarrier
001444232 347__ $$atext file
001444232 347__ $$bPDF
001444232 4901_ $$aSpringer tracts in civil engineering
001444232 504__ $$aIncludes bibliographical references.
001444232 5050_ $$aIntroduction -- Methods of support -- The convergence-confinement method for a tunnel driven in an elastic medium -- The convergence-confinement method for a tunnel driven in an elasto-plastic medium -- The convergence-confinement method for a tunnel driven in an elastic medium -- The convergence-confinement method and the time-dependent behavior of the rock mass -- Use of numerical models.
001444232 506__ $$aAccess limited to authorized users.
001444232 520__ $$aThis book presents the theoretical bases and the application tools for using the 'convergence-confinement' method which is a rational method largely used in design engineering for tunneling. Until recently, the stability conditions of underground works and the choice of support methods were essentially defined on the basis of good practice or empirical methods. The progress made, on one hand on the knowledge of the constitutive laws of soils and rocks and, on the other hand on the numerical modeling of the interaction between the ground and the structures have led to the development of robust design tools for tunnels supports. The convergence-confinement method makes it possible to simulate the excavation of a tunnel and the installation of the support using a simple plane strain model. The book presents the theoretical bases of the method and its most recent developments. Closed-form solutions for stress and displacement fields around tunnels are provided for elastic, viscoelastic and elasto-plastic behavior of the ground. More generally, the principles for applying the method in numerical models are presented.
001444232 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed February 10, 2022).
001444232 650_0 $$aTunnels$$xDesign and construction$$xMathematical models.
001444232 650_0 $$aTunneling$$xMathematical models.
001444232 650_6 $$aTunnels$$xConception et construction$$xModèles mathématiques.
001444232 655_0 $$aElectronic books.
001444232 7001_ $$aSulem, Jean,$$eauthor.
001444232 77608 $$iPrint version:$$aPanet, Marc.$$tConvergence-Confinement Method for Tunnel Design.$$dCham : Springer International Publishing AG, ©2022$$z9783030931926
001444232 830_0 $$aSpringer tracts in civil engineering.
001444232 852__ $$bebk
001444232 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-030-93193-3$$zOnline Access$$91397441.1
001444232 909CO $$ooai:library.usi.edu:1444232$$pGLOBAL_SET
001444232 980__ $$aBIB
001444232 980__ $$aEBOOK
001444232 982__ $$aEbook
001444232 983__ $$aOnline
001444232 994__ $$a92$$bISE