深长隧道突水地质灾害三维模型试验系统研制及其应用

doi:10.13722/j.cnki.jrme.2015.0467

Abstract
Figure/Table
References
Related Citation (15)

Download: PDF (581 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The study of minimum thickness of waterproof slab in long and deep tunnels is very significant in the process of engineering design and construction. A three-dimensional model test system for simulation of water inrush geohazards was developed. The test system has a three-dimensional model test device，a sample molding device and a device simulating tunnel excavation and unloading，so that the initial in-situ stress，water environment and process of tunnel excavation and unloading can be simulated. The test system is convenient and easy to operate and has the characteristics of short testing period and good loading stability. The system can carry out tests of large number of samples for statistical analysis and accurately simulate the process of excavation of the tunnel. Model tests were performed to simulate the water inrush geohazards at Longmen mountain tunnel of Chengdu to Lanzhou railway line. The confining and axial pressures of the test were both set as 0.6 MPa and the water pressure was 0.2 MPa. In this case，the minimum thickness of waterproof slab was 47 mm. The test results were used to guide the design and construction of the projects.

Key words： tunnelling engineering waterproof slab thickness model test test devices similarity theory

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors

Cite this article:

URL:

http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2015.0467 OR http://www.rockmech.org/EN/Y2016/V35/I3/491

[2]	李术才，薛翊国，张庆松，等. 高风险岩溶地区隧道施工地质灾害综合预报预警关键技术研究[J]. 岩石力学与工程学报，2008，27(7)：1 297–1 307.(LI Shucai，XUE Yiguo，ZHANG Qingsong，et al. Key technology study on comprehensive prediction and early-warning of geological hazards during tunnel construction in high-risk karst areas[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(7)：1 297–1 307.(in Chinese)) " target="_blank">
[5]	李琛亮，沈振中，赵坚，等. 双重介质渗流水力特性试验装置研究及应用[J]. 岩土力学，2013，34(8)：2 421–2 432.(LI Chenliang，SHEN Zhenzhong，ZHAO Jian，et al. Research and application on double medium seepage hydraulic characteristics test device[J]. Rock and Soil Mechanics，2013，34(8)：2 421–2 432.(in Chinese))
[7]	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))
[10]	李术才，宋曙光，李利平，等. 海底隧道流固耦合模型试验系统的研制及应用[J]. 岩石力学与工程学报，2013，32(3)：883–890.(LI Shucai，SONG Shuguang，LI Liping，et al. Development on subsea tunnel model test system for solid-fluid coupling and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(3)：883–890.(in Chinese))
[11]	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)) " target="_blank">
[14]	李浪，王明洋，范鹏贤，等. 深地下工程模型试验加卸载装置的研制[J]. 岩土力学，2016，37(1)：297–304.(LI Lang，WANG Mingyang，FAN Pengxian，et al. Development of loading and unloading apparatus for model test in deep underground engineering[J]. Rock and Soil Mechanics，2016，37(1)：297–304.(in Chinese))
[6]	刘杰，李建林，王瑞红，等. 含密实原岩充填物的宜昌砂岩裂隙渗流试验研究[J]. 岩石力学与工程学报，2010，29(2)：366–374. (LIU Jie，LI Jianlin，WANG Ruihong，et al. Experimental study of seepage in Yichang fractured sandstone with tight original rock fillings[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(2)：366–374.(in Chinese))
[1]	钱七虎. 地下工程建设安全面临的挑战与对策[J]. 岩石力学与工程学报，2012，31(10)：1 945–1 956.(QIAN Qihu. Challenges faced by underground projects construction safety and counter measures[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(10)：1 945–1 956.(in Chinese)) " target="_blank">
[3]	石少帅. 深长隧道充填型致灾构造渗透失稳突涌水机制与风险控制及工程应用[博士学位论文][D]. 济南：山东大学，2014.(SHI Shaoshuai. Study on seepage failure mechanism and risk control of water inrush induced by filled disaster structure in deep-long tunnel and engineering application[Ph. D. Thesis][D]. Jinan：Shandong University，2014.(in Chinese)) " target="_blank">
[4]	沈泰. 地质力学模型试验技术的进展[J]. 长江科学院院报，2001，18(5)：32–36.(SHEN Tai. Development of geomechanic model experiment techniques[J]. Journal of Yangtze River Scientific Research Institute，2001，18(5)：32–36.(in Chinese))
[8]	莫阳春. 高水压充填型岩溶隧道稳定性研究[博士学位论文][D]. 成都：西南交通大学，2009.(MO Yangchun. Stability research on high water pressure filled karst caves tunnel[Ph. D. Thesis][D]. Chengdu：Southwest Jiaotong University，2009.(in Chinese)) " target="_blank">
[9]	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))
[12]	范超毅，范巍. 步进电机的选型与计算[J]. 机床与液压，2008，36(5)：310–315.(FAN Chaoyi，FAN Wei. Selection and calculation of stepping motor[J]. Machine tool and Hydraulics，2008，36(5)：310–315.(in Chinese))
[13]	姜开锋，范鹏贤，邢灏喆，等. 锦屏大理岩相似材料制备及其力学性能分析[J]. 解放军理工大学学报：自然科学版，优先出版.(JIANG Kaifeng，FAN Pengxian，XING Haozhe，et al. Preparation and mechanical properties of resin-based equivalent material for Jinping marbles[J]. Journal of PLA University of Science and Technology：Natural Science，Priority publishing.(in Chinese))