000			03537nam a22005535i 4500
999			_c200458184 _d76396
003			TR-AnTOB
005			20231115160450.0
007			cr nn 008mamaa
008			220124s2022 sz | s |||| 0|eng d
020			_a9783030931933
024	7		_a10.1007/978-3-030-93193-3 _2doi
040			_aTR-AnTOB _beng _erda _cTR-AnTOB
041			_aeng
050		4	_aTA815
072		7	_aTNC _2bicssc
072		7	_aSCI042000 _2bisacsh
072		7	_aTNC _2thema
090			_aTA815EBK
100	1		_aPanet, Marc. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut
245	1	0	_aConvergence-Confinement Method for Tunnel Design _h[electronic resource] / _cby Marc Panet, Jean Sulem.
250			_a1st ed. 2022.
264		1	_aCham : _bSpringer International Publishing : _bImprint: Springer, _c2022.
300			_a1 online resource
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
347			_atext file _bPDF _2rda
490	1		_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.
650		0	_aUnderground construction.
650		0	_aRock mechanics.
650		0	_aSoil mechanics.
650		0	_aGeotechnical engineering.
650	1	4	_aUnderground Engineering and Tunnel Construction.
650	2	4	_aSoil and Rock Mechanics.
650	2	4	_aGeotechnical Engineering and Applied Earth Sciences.
653		0	_aTunnels -- Design and construction -- Mathematical models
653		0	_aTunneling -- Mathematical models
700	1		_aSulem, Jean. _eauthor. _4aut _4http://id.loc.gov/vocabulary/relators/aut
710	2		_aSpringerLink (Online service)
830		0	_aSpringer Tracts in Civil Engineering , _x2366-2603
856	4	0	_uhttps://doi.org/10.1007/978-3-030-93193-3 _3Springer eBooks _zOnline access link to the resource
942			_2lcc _cEBK