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: Numerical Simulation in Tunnelling; Gernot Beer Book 2003 Springer-Verlag Wien 2003 environment.finite element method.geology.model.modeli

[復制鏈接]
樓主: 即將過時
21#
發(fā)表于 2025-3-25 07:20:57 | 只看該作者
Damage mechanics of jointed rock in tunnelling,d stress fields. The research work focuses on rate-independent and small-deformation behavior during isothermal processes. It is emphasized that the damage variables should be defined microstructurally rather than phenomenologically for jointed rock masses, and a secondorder “fabric tensor” is chose
22#
發(fā)表于 2025-3-25 09:38:25 | 只看該作者
23#
發(fā)表于 2025-3-25 15:24:28 | 只看該作者
Soft-computing-based parameter identification as the basis for prognoses of the structural behaviou data provided by the construction site. Model parameters for finite element (FE) analyses are identified such that the results of these calculations meet the available measurements as well as possible. For the determination of the unknown parameter set, use of an artificial neural network (ANN) is
24#
發(fā)表于 2025-3-25 18:48:45 | 只看該作者
Quantification of stress states in shotcrete shells,is performed at every NATM construction site. The combination of these monitored displacements with the material model for shotcrete outlined in Chap. 5 has led to the development of a hybrid method for the analysis of closed shotcrete tunnel shells by means of nonlinear Finite Element (FE) analyses
25#
發(fā)表于 2025-3-25 23:09:07 | 只看該作者
26#
發(fā)表于 2025-3-26 04:00:55 | 只看該作者
A coupled FE-model for tunneling by means of compressed air,nt compressed air as a means for displacing the groundwater in the vicinity of the tunnel face. The coupled solid-fluid model is characterized by treating the soil as a three-phase material, consisting of the deformable soil skeleton and the fluid phases water and compressed air. It contains a numbe
27#
發(fā)表于 2025-3-26 05:48:32 | 只看該作者
28#
發(fā)表于 2025-3-26 08:50:34 | 只看該作者
29#
發(fā)表于 2025-3-26 14:28:10 | 只看該作者
Application of numerical simulation at the tunnel site,ld serve as a tool, which assists important decisions. One object of the project was to evaluate the efficiency and applicability of 2D and 3D finite element methods (FEM) and boundary element methods (BEM) to simulate tunnel advance under different geotechnical conditions. Another task to be perfor
30#
發(fā)表于 2025-3-26 18:45:31 | 只看該作者
Summary and outlook,esearch work was to advance the reliability and efficiency of existing numerical simulation methods. To achieve an increase in reliability of the methods, i.e. to ensure that predictions made agree well with actual behaviour a significant amount of development had to be made with respect to material
 關于派博傳思  派博傳思旗下網站  友情鏈接
派博傳思介紹 公司地理位置 論文服務流程 影響因子官網 吾愛論文網 大講堂 北京大學 Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點評 投稿經驗總結 SCIENCEGARD IMPACTFACTOR 派博系數 清華大學 Yale Uni. Stanford Uni.
QQ|Archiver|手機版|小黑屋| 派博傳思國際 ( 京公網安備110108008328) GMT+8, 2025-10-21 06:31
Copyright © 2001-2015 派博傳思   京公網安備110108008328 版權所有 All rights reserved
快速回復 返回頂部 返回列表
洪雅县| 钦州市| 英山县| 武功县| 威信县| 城市| 乐至县| 孙吴县| 仁布县| 同仁县| 巴南区| 垫江县| 北碚区| 柳江县| 衡阳县| 光山县| 鹰潭市| 广平县| 图木舒克市| 定安县| 治县。| 伊吾县| 富民县| 会理县| 新干县| 工布江达县| 桐庐县| 黔西| 龙口市| 宁河县| 万州区| 湟源县| 沂南县| 思南县| 盱眙县| 大渡口区| 德江县| 玛曲县| 巴南区| 句容市| 顺义区|