流–固两相场隧道衬砌相似材料的研制与模型试验

doi:10.13722/j.cnki.jrme.2016.0149

Abstract
Figure/Table
References (19)
Related Citation (0)

Download: PDF (1683 KB) HTML (1 KB)
Export: BibTeX | EndNote (RIS)

Abstract The orthogonal model tests were carried out to solve the problem of material simulation and parameter determination for tunnel lining design in the fluid-solid two phase field. The similar materials were developed by quartz sand，steel fibers and industrial paraffin，which the quartz sand and steel fibers is the aggregates and the industrial paraffin is the bonding agent. The orthogonal model test optimized the ratio of materials，the loading temperature and the load effect's measurement. The experimental results show that the structure model of the similar material has good non-hydrophilicity，rapid prototyping，no need of maintenance，low cost，convenient preparation，less pollution and stable performance. The similar material is very suitable for the tunnel lining model test in the fluid solid two-phase field. The control module temperature is 62 ℃ under the similarity ratio of 1∶100. The standard ratio will be paraffin∶quartz sand∶steel fiber = 15∶90∶1. The lining similar materials are developed to satisfy both the boundary condition of the tunnel lining surrounding rock in the fluid-solid coupled two phases field and the failure mode is similar. The similar lining is applied in the model test， and the reasonable range of internal force change and failure law is obtained by comparing with the actual working conditions，which can satisfy the similarity principle of the mechanical parameters. The parameter measurement method of the similar test can provide the choice for the parameter comparison in engineering design.

Key words： tunnelling engineering fluid-solid two-phase coupled field underwater tunnel model test lining similar materials

	Service

	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	GUO Xuan1
	HE Ping1
	ZHU Kun1
	ZHANG Xiaoxin2
	WANG Mengshu1
	ZHU Ying1

Cite this article:

GUO Xuan1,HE Ping1,ZHU Kun1, et al. Model test research of similar materials for underwater tunnel lining in fluid-solid two-phase field[J]. , 2016, 35(S2): 3774-3784.

URL:

https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2016.0149 OR https://rockmech.whrsm.ac.cn/EN/Y2016/V35/IS2/3774

[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 developments 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]	王戍平.破碎围岩隧道的模拟试验研究[博士学位论文][D].杭州：浙江大学，2004.(WANG Shuping. Model test study on the tunnel within cracked surrounding rocks[Ph. D.Thesis][D]. Hangzhou：Zhejiang University，2004.(in Chinese))
[3]	周小文，濮家骝.隧洞结构受力及变形特征的离心模型试验研究[J].清华大学学报：自然科学版，2001，4(8)：110-116.(ZHOU Xiaowen，PU Jialiu. Centrifuge model test study of the earth pressure and deformation of tunnel lining[J]. Journalof Tinghua University：Nature Science，2001，4(8)：110-116. (in Chinese))
[4]	周济民.水下盾构法隧道双层衬砌结构力学特性[博士学位论文][D].成都：西南交通大学，2012.(ZHOU Jimin. Research on mechanical behavior of double-layer lining structure for underwater shield tunnel[Ph. D.Thesis][D]. Chengdu：Southwest Jiaotong University，2012.(in Chinese))
[5]	ASAKURA T，SATO Y. How does tunnel lining get broken[J]. Quarterly Report of Railway Technical Research Institute，1992，38(3)：169-172.
[6]	朱书麟.隧道工程[M].台北：中国工程师学会，1970.(ZHU Shulin. Tunnel engineering[M]. Taipei：Chinese Engineers Association，1970.(in Chinese))
[7]	范鹤，刘斌，王成，等.高填土涵洞相似材料的试验研究[J].东北大学学报：自然科学版，2007，28(8)：1194-1197.(FAN He，LIU Bin，WANG Cheng，et al.Experimental investigation on similarity simulation of imitative materials for high earth-filled culvert[J]. JournalofNortheasternUniversity：NaturalScience，2007，28(8)：1194-1197.(in Chinese))
[8]	陈霞龄，韩伯鲤，梁克读.地下洞群围岩稳定的试验研究[J].武汉水利电力大学学报，1994，27(1)：17-23.(CHEN Xialing，HAN Boli，LIANG Kedu. Test research for the surrounding rock stability of underground openings[J]. Journal of Wuhan University of Hydraulic andElectric Engineering，1994，27(1)：17-23.(in Chinese))
[9]	李天斌，徐进，任光明.西安地区断裂构造活动性的地质力学模拟研究[J].工程地质学报，1994，2(3)：34-42.(LI Tianbin，XU Jin，REN Guangming. Study on geomechanical modelling of the fault activities in Xi¢an area[J].Journal of Engineering Geology，1994，2(3)：34-42.(in Chinese))
[10]	高峰，郭剑勇.列车荷载作用下地铁区间双层隧道模型试验研究[J].铁道学报，2011，33(12)：93-100.(GAO Feng，GUO Jianyong. Research on model test of double-decked subway tunnel under train vibration loading[J]. Journal of the China Railway Society，2011，33(12)：93-100.(in Chinese))
[11]	雷明峰，彭立敏，施成华，等.浅埋偏压隧道衬砌受力特性及破坏机制试验研究[J].中南大学学报，2013，44(8)：3316-3325.(LEI Mingfeng，PENG Limin，SHI Chenghua，et al.Model research on failure mechanism and lining stress characteristics of shallow buried tunnel under unsymmetrical pressure[J]. Journal of Central South University，NaturalScience，2013，44(8)：3316-3325.(in Chinese))
[12]	胡耀青，赵阳升，杨栋.三维固流耦合相似模拟理论与方法[J].辽宁工程技术大学学报，2007，26(2)：204-206.(HU Yaoqing，ZHAO Yangsheng，YANG Dong. 3D solid-liquid coupling experiment study of deformation destruction of coal[J]. Journal of Liaoning Technical University：Nature Science，2007，26(2)：204-206.(in Chinese))
[13]	林韵梅.试验岩石力学-模拟研究[M].北京：煤炭工业出版，1984：34-35.(LIN Yunmei. Experimental rock mechanics-simulation study[M].Beijing：Coal Industry Press，1984：34-35.(in Chinese))
[14]	张杰，侯中杰.固液耦合试验材料的研究[J].岩石力学与工程学报，2004，23(18)：3157-3161.(ZHANG Jie，HOU Zhongjie. Experimental study of simulation materials for solid-liquid coupling[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(18)：3157-3161.(in Chinese)).
[15]	孔纲强，刘璐，刘汉龙，等.玻璃砂透明土与标准砂土强度特性对比三轴试验[J].建筑材料学报，2014，17(2)：250-255.(KONG Gangqiang，LIU Lu，LIU Hanlong，et al. Comparative analysis of the strength characteristics of transparent glass sand and standard sand[J]. Journal of Building Materials，2014，17(2)：250-255.(in Chinese))
[16]	李树忱，陈现大，李术才，等. 新型固流耦合相似材料的研制及其应用[J].岩石力学与工程学报，2010，29(2)：281-288.(LI Shuchen，CHEN Xianda，LI Shucai，et al. Research and development of a new similar material for solid-fluid coupling and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(2)：281-288. (in Chinese))
[17]	蒙蛟.软弱围岩隧道管棚预支护模型试验及受力状态研究[硕士学位论文][D].北京：北京交通大学，2015.(MENG Jiao. Force model test of tunneling pipe roof pre-supporting system in weak surrounding rock[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2015.(in Chinese))
[18]	朱坤.滨海区粉质粘土地层盾构侧穿单桩模型试验研究[硕士学位论文][D].北京：北京交通大学，2016.(ZHU Kun. Model test study on single pile of side-crossing shield tunnelin silty clay of coastal area[M. S.Thesis][D]. Beijing：Beijing Jiaotong University，2016.(in Chinese))
[19]	冯夏庭，吴世勇，李邵军，等. 中国锦屏地下实验室二期工程安全原位综合监测与分析[J]. 岩石力学与工程学报，2016，35(4)：649-657.(FENG Xiating，WU Shiyong，LI Shaojun，etal. Comprehensive field monitoring of deep tunnels at Jinping underground laboratory(CJPL-II) in China[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(4)：649-657.(in Chinese))