|
|
|
| DEVELOPMENT ON SUBSEA TUNNEL MODEL TEST SYSTEM FOR SOLID-FLUID COUPLING AND ITS APPLICATION |
| LI Shucai,SONG Shuguang,LI Liping,ZHANG Qianqing,WANG Kai,ZHOU Yi, ZHANG Qian,WANG Qinghan |
| (Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan,Shandong 250061,China) |
|
|
|
|
Abstract Solid-fluid interaction between surrounding rock and water body has significant influence on the stability of subsea tunnel. It is necessary to analyze the solid-fluid interaction involved in the construction of subsea tunnels using a model test. According to the feature of solid-fluid coupling model test,a new type of system for solid-fluid coupling model test was presented to simulate the quasi-3D plane stress and plane strain. The model test system was designed as 3.4 m in length,3.0 m in height and 0.8 m in width,and composed of rack body with steel structure,test chamber with toughened glass and loading devices of water pressure. The steel structure rack body consists of 6 steel structure members operated independently and connected by screw bolts with high strength. Toughened glass was used to assure leakproof of the test chamber and easily inspect the seepage and deformation of surrounding rock during subsea tunnel construction process. Furthermore,based on a new type of simulation material,the proposed new type of model test system was applied to the solid-fluid coupling model test for the Kiaochow Bay Subsea Tunnel. The pressure on tunnel wall,the variation of seepage and displacement of surrounding rock mass can be captured using the model test. The research methods and results will instruct similar engineering.
|
|
Received: 09 October 2012
|
|
|
|
| [1] 王梦恕. 水下交通隧道发展现状与技术难题——兼论“台湾海峡海底铁路隧道建设方案”[J]. 岩石力学与工程学报,2008,27(11):2 161–2 172.(WANG Mengshu. Current development and technical issues of underwater traffic tunnel—discussion on construction scheme of Taiwan strait undersea railway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2 161–2 172.(in Chinese))
[2] 王梦恕. 中国隧道及地下工程修建技术[M]. 北京:人民交通出版社,2010:1–3.(WANG Mengshu. Tunneling and underground engineering technology in China[M]. Beijing:China Communications Press,2010:1–3.(in Chinese))
[3] 房 倩,张顶立,黄明琦. 基于连续介质模型的海底隧道渗流问题分析[J]. 岩石力学与工程学报,2007,26(增2):3 776–3 784.(FANG Qian,ZHANG Dingli,HUANG Mingqi. Analysis of seepage problem induced by subsea tunnel excavation based on continuum medium model[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.2):3 776–3 784.(in Chinese))
[4] 纪佑军,刘建军,程林松. 考虑流–固耦合的隧道开挖数值模拟[J]. 岩土力学,2011,32(4):1 229–1 231.(JI Youjun,LIU Jianjun,CHENG Linsong. Numerical simulation of tunnel excavation considering fluid-solid coupling[J]. Rock and Soil Mechanics,2011,32(4): 1 229–1 231.(in Chinese))
[5] 李地元,李夕兵,张 伟,等. 基于流固耦合理论的连拱隧道围岩稳定性分析[J]. 岩石力学与工程学报,2007,26(5):1 056–1 064. (LI Diyuan,LI Xibing,ZHANG Wei,et al. Stability analysis of surrounding rock of multi-arch tunnel based on coupled fluid-solid theory[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):1 056–1 064.(in Chinese))
[6] 徐建聪,郭书太. 地下水封油库围岩地下水渗流量计算[J]. 岩土力学,2010,31(4):1 295–1 302.(XU Jiancong,GUO Shutai. Seepage discharge calculation of surrounding rock groundwater in rock caverns sealed oil storage[J]. Rock and Soil Mechanics,2010,31(4):1 295–1 302.(in Chinese))
[7] 蔚立元. 水下隧道围岩稳定性研究及其覆盖层厚度确定[博士学位论文][D]. 济南:山东大学,2010.(YU Liyuan. Study on stability of surrounding rocks and selection of overburden thickness for underwater tunnels[Ph. D. Thesis][D]. Jinan:Shandong University,2010.(in Chinese))
[8] 弓培林,胡耀青,赵阳升,等. 带压开采底板变形破坏规律的三维相似模拟研究[J]. 岩石力学与工程学报,2005,24(23):4 386–4 402. (GONG Peilin,HU Yaoqing,ZHAO Yangsheng,et al. Three- dimensional simulation study on law of deformation and breakage of coal floor on mining above aquifer[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4 386–4 402.(in Chinese))
[9] 李术才,李利平,李树忱,等. 地下工程突涌水物理模拟试验系统的研制及应用[J]. 采矿与安全工程学报,2010,27(3):299–304.(LI Shucai,LI Liping,LI Shuchen,et al. Development and application of similar physical model test system for water inrush of underground engineering[J]. Journal of Mining and Safety Engineering,2010,27(3):299–304.(in Chinese))
[10] 刘爱华,彭述权,李夕兵,等. 深部开采承压突水机制相似物理模型试验系统研制及应用[J]. 岩石力学与工程学报,2009,28(7): 1 335–1 341.(LIU Aihua,PENG Shuquan,LI Xibing,et al. Development and application of similar physical model experiment system for water inrush mechanism in deep mining[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(7):1 335– 1 341.(in Chinese))
[11] 周 辉,汤艳春,胡大伟,等. 盐岩裂隙渗流–溶解耦合模型及试验研究[J]. 岩石力学与工程学报,2006,25(5):946–950.(ZHOU Hui,TANG Yanchun,HU Dawei,et al. Study on coupled penetrating-dissolving model and experiment for salt rock cracks[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(5):946–950.(in Chinese))
[12] 蔚立元,李术才,徐帮树,等. 水下隧道流固耦合模型试验与数值分析[J]. 岩石力学与工程学报,2011,30(7):1 467–1 474.(YU Liyuan,LI Shucai,XU Bangshu,et al. Study of solid-fluid coupling model test and numerical analysis of underwater tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1 467– 1 474.(in Chinese))
[13] 王克忠,李仲奎. 深埋长大引水隧洞三维物理模型渗透性试验研究[J]. 岩石力学与工程学报,2009,28(4):725–731.(WANG Kezhong,LI Zhongkui. Study of 3D physical model test of seepage of deep-buried long and large diversion tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(4):725–731.(in Chinese))
[14] 李利平. 高风险岩溶隧道突水灾变演化机制及其应用研究[博士学位论文][D]. 济南:山东大学,2009.(LI Liping. Study on catastrophe evolution mechanism of karst water inrush and its engineering application of high risk karst tunnel[Ph. D. Thesis][D]. Jinan:Shandong University,2009.(in Chinese))
[15] 张 杰,侯忠杰. 固–液耦合试验材料的研究[J]. 岩石力学与工程学报,2004,23(18):3 157–3 161.(ZHANG Jie,HOU Zhongjie. Experimental study on simulation materials for solid-liquid coupling[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(18):3 157–3 161.(in Chinese))
[16] 黄庆享,张文忠,侯志成. 固液耦合试验隔水层相似材料的研究[J]. 岩石力学与工程学报,2010,29(增1):2 813–2 818.(HUANG Qingxiang,ZHANG Wenzhong,HOU Zhicheng. Study of simulation materials of aquifuge for solid-liquid coupling[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):2 813–2 818.(in Chinese))
[17] 李术才,周 毅,李利平,等. 地下工程流–固耦合模型试验新型相似材料的研制及应用[J]. 岩石力学与工程学报,2012,31(6): 1 128–1 137.(LI Shucai,ZHOU Yi,LI Liping,et al. Research of a new similar material for underground engineering fluid-solid coupling model test and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1 128–1 137.(in Chinese)) |
|
|
|