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Convergence-confinement method for t...

Sulem, Jean.

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Convergence-confinement method for tunnel design

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Convergence-confinement method for tunnel design/ by Marc Panet, Jean Sulem.
作者:	Panet, Marc.
其他作者:	Sulem, Jean.
出版者:	Cham :Springer International Publishing : : 2022.,
面頁冊數:	x, 151 p. :ill., digital ;24 cm.
內容註:	Introduction -- 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.
Contained By:	Springer Nature eBook
標題:	Tunnels - Design and construction -
電子資源:	https://doi.org/10.1007/978-3-030-93193-3
ISBN:	9783030931933

Convergence-confinement method for tunnel design
Panet, Marc.

Convergence-confinement method for tunnel design[electronic resource] /by Marc Panet, Jean Sulem. - Cham :Springer International Publishing :2022. - x, 151 p. :ill., digital ;24 cm. - Springer tracts in civil engineering,2366-2603. - Springer tracts in civil engineering..

Introduction -- 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.

This 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.

ISBN: 9783030931933

Standard No.: 10.1007/978-3-030-93193-3doiSubjects--Topical Terms:

3592807
Tunnels
--Design and construction

LC Class. No.: TA815 / .P35 2022

Dewey Class. No.: 624.193

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505 0 $a Introduction -- 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 $a This 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.
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