[1]李传书.高地应力条件下花岗岩蚀变带隧道大变形施工控制技术[J].高速铁路技术,2022,13(03):100-106.[doi:10.12098/j.issn.1674-8247.2022.03.020]
LI Chuanshu.Construction Control Technology for Large Deformation of Tunnels in Altered Granite Zone Under High Geo-stress[J].HIGH SPEED RAILWAY TECHNOLOGY,2022,13(03):100-106.[doi:10.12098/j.issn.1674-8247.2022.03.020]
点击复制
高地应力条件下花岗岩蚀变带隧道大变形施工控制技术()
《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]
- 卷:
-
13卷
- 期数:
-
2022年03期
- 页码:
-
100-106
- 栏目:
-
- 出版日期:
-
2022-06-28
文章信息/Info
- Title:
-
Construction Control Technology for Large Deformation of Tunnels in Altered Granite Zone Under High Geo-stress
- 文章编号:
-
1674—8247(2022)03—0100-07
- 作者:
-
李传书
-
中铁五局集团有限公司, 长沙 410007
- Author(s):
-
LI Chuanshu
-
China Railway No.5 Engineering Group Co., Ltd., Changsha 410007, China
-
- 关键词:
-
隧道|蚀变花岗岩|围岩变形|高地应力|施工控制技术|支护结构
- Keywords:
-
tunnel|altered granite|surrounding rock deformation|high geo-stress|construction control technology|supporting structure
- 分类号:
-
U455.4
- DOI:
-
10.12098/j.issn.1674-8247.2022.03.020
- 文献标志码:
-
A
- 摘要:
-
拉林铁路藏噶隧道洞身穿越蚀变花岗岩地层,受花岗岩蚀变和构造残余应力影响,在施工过程中,围岩变形量大、变形速率快、持续时间长。文章根据现场变形数据、应力测试结果分析,采用优化隧道结构断面形式、长短锚杆结合、稳定掌子面、强化支护结构等综合措施,有效抑制了围岩大变形,保障了现场施工安全,探索总结出了高地应力条件下花岗岩蚀变带隧道大变形的施工控制方法及安全保障措施。
- Abstract:
-
The tunnel barrel of the Zangga Tunnel of Lhasa-Nyingchi Railway passes through the altered granite stratum. Affected by the alteration of granite and the residual stress of the structure, the surrounding rock has large deformation with a fast deformation
备注/Memo
- 备注/Memo:
-
作者简介:李传书(1972-),男,高级工程师。引文格式:李传书. 高地应力条件下花岗岩蚀变带隧道大变形施工控制技术[J]. 高速铁路技术, 2022,13(3):100-106.LI Chuanshu. Construction Control Technology for Large Deformation of Tunnels in Altered Granite Zone Under High Geo-stress[J]. High Speed Railway Technology, 2022,
更新日期/Last Update:
2022-06-28