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Titlebook: Convergence-Confinement Method for Tunnel Design; Marc Panet,Jean Sulem Textbook 2022 The Editor(s) (if applicable) and The Author(s), und

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发表于 2025-3-21 20:06:14 | 显示全部楼层 |阅读模式
书目名称Convergence-Confinement Method for Tunnel Design
编辑Marc Panet,Jean Sulem
视频videohttp://file.papertrans.cn/238/237761/237761.mp4
概述Provides a clear presentation of a rational method for tunnel design.Presents useful analytical solutions for preliminary design of the support structures.Includes the developments of the convergence-
丛书名称Springer Tracts in Civil Engineering
图书封面Titlebook: Convergence-Confinement Method for Tunnel Design;  Marc Panet,Jean Sulem Textbook 2022 The Editor(s) (if applicable) and The Author(s), und
描述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 andelasto-plastic behavior of the ground. More generally, the principles for applying the method in numerical models are presented.
出版日期Textbook 2022
关键词Tunelling; Tunnel Mechanics; Rock Mechanics; Underground excavation; underground openings; Underground wo
版次1
doihttps://doi.org/10.1007/978-3-030-93193-3
isbn_softcover978-3-030-93195-7
isbn_ebook978-3-030-93193-3Series ISSN 2366-259X Series E-ISSN 2366-2603
issn_series 2366-259X
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
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发表于 2025-3-21 23:43:18 | 显示全部楼层
The Convergence-Confinement Method for a Tunnel Driven in an Elastic Medium,ss are derived under the assumption of isotropic and anisotropic initial stress state. These analytical solutions are used for the application of the convergence-confinement method which permits to determine the support pressure and the corresponding radial displacement at the tunnel wall at the fin
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Longitudinal Displacement Profile,ethod. This convergence is determined from the knowledge of the . (LDP) which represents the radial displacement at the tunnel wall as a function of the distance from the face. Knowing this curve makes it possible to optimize the distance and the moment chosen for the installation of the support. Th
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发表于 2025-3-22 13:50:24 | 显示全部楼层
Use of Numerical Models,lysis and are based on strong assumptions about the geometry of the structure, the spatial distribution and the behavior of the ground, as well as the excavation methods. Numerical modelling makes it possible to take into account more complex situations that are closer to reality, such as non-circul
发表于 2025-3-22 19:42:59 | 显示全部楼层
Textbook 2022lutions for stress and displacement fields around tunnels are provided for elastic, viscoelastic andelasto-plastic behavior of the ground. More generally, the principles for applying the method in numerical models are presented.
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发表于 2025-3-23 01:47:52 | 显示全部楼层
Grundfragen an die Volkswirtschaftslehre,proposed as well as analytical solutions for the case of a tunnel excavated in a viscoelastic or elasto-visco-plastic medium. Extension of the convergence-confinement method to the case of the excavation of a tunnel located below the water table by taking into account the hydraulic regime is discussed.
发表于 2025-3-23 09:13:02 | 显示全部楼层
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