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008			220124s2022 sz | s |||| 0|eng d
020			_a9783030931933
024	7		_a10.1007/978-3-030-93193-3 _2doi
040			_aES-MaUEC _bspa _cES-MaUEC _dES-MaUEC
050		4	_aTA712 _b2022 EB
100	1		_aPanet, Marc _eautor _4aut _4http://id.loc.gov/vocabulary/relators/aut _9683380
245	1	0	_aConvergence-Confinement Method for Tunnel Design _cby Marc Panet, Jean Sulem
250			_aFirst edition 2022
264		1	_aCham _bSpringer International Publishing _c2022
300			_a1 recurso en línea (X, 151 páginas) _b82 ilustraciones, 21 ilustraciones a color
336			_2rdacontent _aTexto _btxt
337			_2rdamedia _aelectrónico _bc
338			_2rdacarrier _arecurso electrónico _bcr
347			_aarchivo de texto _bPDF
490	0		_aSpringer Tracts in Civil Engineering _x2366-2603
505	0		_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.
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.
988			_aSpringer_Engineering_2022
650		7	_2embne _9406059 _aTúneles _xDiseño y construcción
650		7	_2embne _9144869 _aConstrucción subterránea
650		7	_2embne _9138341 _aGeotecnia
700	1		_aSulem, J. _q(Jean) _eautor _4aut _4http://id.loc.gov/vocabulary/relators/aut _9683381
776	0	8	_iPrinted edition: _z9783030931926
776	0	8	_iPrinted edition: _z9783030931940
776	0	8	_iPrinted edition: _z9783030931957
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-030-93193-3 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942			_2lcc _cLE _n0
998			_b04/2022 _dz _esc _zSI