找回密碼
 To register

QQ登錄

只需一步,快速開始

掃一掃,訪問微社區(qū)

打印 上一主題 下一主題

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

[復(fù)制鏈接]
查看: 45578|回復(fù): 39
樓主
發(fā)表于 2025-3-21 20:06:14 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Convergence-Confinement Method for Tunnel Design
編輯Marc Panet,Jean Sulem
視頻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-
叢書名稱Springer Tracts in Civil Engineering
圖書封面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
關(guān)鍵詞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
The information of publication is updating

書目名稱Convergence-Confinement Method for Tunnel Design影響因子(影響力)




書目名稱Convergence-Confinement Method for Tunnel Design影響因子(影響力)學(xué)科排名




書目名稱Convergence-Confinement Method for Tunnel Design網(wǎng)絡(luò)公開度




書目名稱Convergence-Confinement Method for Tunnel Design網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Convergence-Confinement Method for Tunnel Design被引頻次




書目名稱Convergence-Confinement Method for Tunnel Design被引頻次學(xué)科排名




書目名稱Convergence-Confinement Method for Tunnel Design年度引用




書目名稱Convergence-Confinement Method for Tunnel Design年度引用學(xué)科排名




書目名稱Convergence-Confinement Method for Tunnel Design讀者反饋




書目名稱Convergence-Confinement Method for Tunnel Design讀者反饋學(xué)科排名




單選投票, 共有 0 人參與投票
 

0票 0%

Perfect with Aesthetics

 

0票 0%

Better Implies Difficulty

 

0票 0%

Good and Satisfactory

 

0票 0%

Adverse Performance

 

0票 0%

Disdainful Garbage

您所在的用戶組沒有投票權(quán)限
沙發(fā)
發(fā)表于 2025-3-21 23:43:18 | 只看該作者
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
板凳
發(fā)表于 2025-3-22 02:25:34 | 只看該作者
地板
發(fā)表于 2025-3-22 08:33:40 | 只看該作者
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
5#
發(fā)表于 2025-3-22 11:30:52 | 只看該作者
6#
發(fā)表于 2025-3-22 13:50:24 | 只看該作者
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
7#
發(fā)表于 2025-3-22 19:42:59 | 只看該作者
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.
8#
發(fā)表于 2025-3-22 22:37:40 | 只看該作者
9#
發(fā)表于 2025-3-23 01:47:52 | 只看該作者
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.
10#
發(fā)表于 2025-3-23 09:13:02 | 只看該作者
 關(guān)于派博傳思  派博傳思旗下網(wǎng)站  友情鏈接
派博傳思介紹 公司地理位置 論文服務(wù)流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學(xué) Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點評 投稿經(jīng)驗總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學(xué) Yale Uni. Stanford Uni.
QQ|Archiver|手機版|小黑屋| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-7 05:24
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved
快速回復(fù) 返回頂部 返回列表
威信县| 英山县| 宝兴县| 卢龙县| 五指山市| 咸宁市| 闽侯县| 绍兴市| 贵南县| 咸宁市| 确山县| 台北县| 牡丹江市| 东阿县| 文山县| 德庆县| 筠连县| 广汉市| 镇巴县| 梓潼县| 靖江市| 灵丘县| 南投市| 鹤庆县| 扶绥县| 中山市| 竹溪县| 蓬莱市| 临澧县| 崇明县| 皋兰县| 汪清县| 驻马店市| 高清| 南岸区| 万山特区| 铜陵市| 新绛县| 沙田区| 济源市| 巩义市|