Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects
文献类型:期刊论文
作者 | Li, SC; Zhu, WS; Li, SC; Chen, WZ; Lee, CF |
刊名 | TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
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出版日期 | 2003 |
卷号 | 18期号:5页码:531-536 |
关键词 | Rock Tunnel Finite Element Method Deformation Analysis Plastic Zone Excavation Sequence |
ISSN号 | 0886-7798 |
DOI | 10.1016/S0886-7798(03)00070-1 |
英文摘要 | This paper outlines the construction process mechanics (CPM) principle for analysing the stability of rock tunnels and presents finite element method (FEM) numerical simulation and prediction on the deformation and failure of the rock masses surrounding tunnels under various rock mass properties and excavating and support conditions. Based on numerical modelling, a series of predicting curves for rock mass response and deformation are obtained, which provides the basis of guiding the design and construction of rock tunnels in Taiwan. (C) 2003 Elsevier Science Ltd. All rights reserved. |
WOS研究方向 | Construction & Building Technology ; Engineering |
语种 | 英语 |
WOS记录号 | WOS:000185773800008 |
出版者 | PERGAMON-ELSEVIER SCIENCE LTD |
源URL | [http://119.78.100.198/handle/2S6PX9GI/3110] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 |
作者单位 | Shandong Univ, Geotech & Struct Engn Res Ctr; Chinese Acad Sci, Inst Rock & Soil Mech; Univ Hong Kong |
推荐引用方式 GB/T 7714 | Li, SC,Zhu, WS,Li, SC,et al. Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2003,18(5):531-536. |
APA | Li, SC,Zhu, WS,Li, SC,Chen, WZ,&Lee, CF.(2003).Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,18(5),531-536. |
MLA | Li, SC,et al."Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 18.5(2003):531-536. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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