|本期目录/Table of Contents|

[1]王梦恕,皇甫明.海底隧道修建中的关键问题[J].建筑科学与工程学报,2005,22(04):1-4.
　WANG Meng-shu,HUANGFU Ming.Key problems on subsea tunnel construction[J].Journal of Architecture and Civil Engineering,2005,22(04):1-4.
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海底隧道修建中的关键问题(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
22卷
期数:
2005年04期
页码:
1-4
栏目:
出版日期:
2006-12-20

文章信息/Info

Title:
Key problems on subsea tunnel construction
作者:
王梦恕;皇甫明;
北京交通大学 土木建筑工程学院,北京 100044
Author(s):
WANG Meng-shu, HUANGFU Ming
School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
关键词:
岩石覆盖层厚度;  水压力设计值;  衬砌断面优化;  防排水设计;  服务隧道
Keywords:
rock covering thickness;  water pressure design value;  lining section optimization;  waterproof and drainage design;  service tunnel
分类号:
U459.5
DOI:
-
文献标志码:
A
摘要:
结合厦门东通道海底隧道工程,对海底隧道最小岩石覆盖层厚度、水压力设计值的确定,衬砌结构断面优化与防排水方案,穿越海底不良地质段(断层、溶槽)的施工措施及服务隧道设置的必要性问题进行了分析。提出应从围岩稳定性和隧道涌水量的大小综合考虑最小岩石覆盖层厚度; 采用限量排放的防排水方案对海底隧道较为适宜; 施工中可采用注浆和冻结法穿越海底的不良地质段; 设置服务隧道有利于隧道施工和运营管理。
Abstract:
Combined with subsea tunnel engineering at eastern route way in Xiamen, the minimum rock covering thickness of subsea tunnel, water pressure design values, section optimization of lining structure and waterproof and drainage project, construction measures throughout bad subsea geology section, such as fault, solution groove, necessity of service tunnel setting were analyzed. Authors gave the minimum rock covering thickness with comprehensive consideration of stability of surrounding rock and tunnel seepage volume. Authors also put forward that waterproof and drainage project using limitation control was suitable; slip-casting and freezing method could be used throughout bad geology section; service tunnel setting was beneficial to the tunnel construction and running management.

参考文献/References:

[1] 谭忠盛.琼州海峡铁路隧道可行性研究探讨[J].岩土工程学报,2001,23(2):139-143.
[2] 王梦恕.水底隧道在青岛-黄岛之间的应用[J].隧道建设,1992,12(3):1-5.
[3] FUKUCHI G.Seikan tunnel and water[A].Tunnels and Water[C].Rotterdam:Balkema,1989.1 189-1 194.
[4] PALMSTROM A.Norwegian experience with subsea rock tunnels[A].Tunnels and Water[C].Rotterdam:Balkema,1989.927-934.
[5] PALMSTROM A.The challenge of subsea tunnelling[J].Tunnelling and Underground Space Technology,1994,9(2):145-150.
[6] 皇甫明.暗挖海底隧道围岩稳定性及支护结构受力特征的研究[D].北京:北京交通大学,2005.
[7] ESLAVA L F,MARULANDA A,RODRIGUEZ A J.Tunnelling in friable sandstone under high water pressure[A].Tunnels and Water[C].Rotterdam:Balkema,1989.1 325-1 332.
[8] BACKER L,BLINDHEIM O T.The Oslofjord subsea road tunnel crossing of a weakness zone under high water pressure by freezing[A].Challenges for the 21st Century[C].Rotterdam:Balkema,1999.309-316.

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备注/Memo

备注/Memo:
收稿日期:2005-10-11
作者简介:王梦恕(1938-),男,河南温县人,北京交通大学教授,博士生导师,中国工程院院士.E-mail:wms3273@263.net
更新日期/Last Update: 2006-12-20