Size Effect on the Stability of Tunnel excavation
文献类型：会议论文
| 作者 | Ju, Xiaodong1,2; Yang, Chaoshuai3; Zhang, Yujun1 |
| 出版日期 | 2014 |
| 会议日期 | SEP 28-29, 2013 |
| 会议地点 | Shenzhen, PEOPLES R CHINA |
| 关键词 | tunnel excavation size effect joint set dip angle of joint set |
| 卷号 | 838-841 |
| DOI | 10.4028/www.scientific.net/AMR.838-841.1409 |
| 页码 | 1409 |
| 英文摘要 | Size effect of tunnel excavation in fractured rock mass was analyzed with UDEC in this paper. For simplicity, two series of orthogonal equidistant joints were conceived in the calculation area. Change the excavation size and keep the constitutive model and its parameters of the rock mass around the tunnel to be constant during the solution. The result show, with the increasing of excavation size, vertical displacement of tunnel roof become larger, and the excavation stability turn weaker. So excavation size has great effect on the stability of fractured tunnel. In addition, another key factor, the joint set dip angle, whose effect to the tunnel stability was unearthed by comparing the results of horizontal and 45 joints. The larger the dip angle the weaker the stability at the same tunnel size. |
| 会议录 | CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4
 |
| 会议录出版者 | TRANS TECH PUBLICATIONS LTD |
| 会议录出版地 | DURNTEN-ZURICH |
| 语种 | 英语 |
| WOS研究方向 | Engineering |
| WOS记录号 | WOS:000339531700262 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4799]  |
| 专题 | 岩土力学所知识全产出_会议论文 |
| 作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech; 2.Henan Polytech Univ, Sch Civil Engn; 3.China Railway Tunnel Grp Co Ltd, Ctr Tech |
| 推荐引用方式 GB/T 7714 | Ju, Xiaodong,Yang, Chaoshuai,Zhang, Yujun. Size Effect on the Stability of Tunnel excavation[C]. 见:. Shenzhen, PEOPLES R CHINA. SEP 28-29, 2013. |
入库方式： OAI收割
来源：武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。