|Table of Contents|

Key problems on subsea tunnel construction(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2005年04期
Page:
1-4
Research Field:
Publishing date:
2006-12-20

Info

Title:
Key problems on subsea tunnel construction
Author(s):
WANG Meng-shu HUANGFU Ming
School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
Keywords:
rock covering thickness water pressure design value lining section optimization waterproof and drainage design service tunnel
PACS:
U459.5
DOI:
-
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.

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.

Memo

Memo:
-
Last Update: 2006-12-20