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《Chinese Journal of Rock Mechanics and Engineering》 2011-07
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DEVELOPMENT OF LARGE-SCALE GEOMECHANICAL MODEL TEST SYSTEM FOR TUNNEL CONSTRUCTION AND ITS APPLICATION

LI Shucai1,LIU Qin1,LI Liping1,ZHAO Yong2,WANG Hanpeng1,ZHAO Yan1,YUAN Xiaoshuai1(1.Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,Shandong 250061,China; 2.Consulting Department of Bridge and Tunnel,Identification Center for Engineering Design of Ministry of Railways, Beijing 100844,China)  
In order to study the process of construction mechanics under different excavation methods,a large-scale model test system is developed.Its maximum external dimensions is 5.2 m wide,4.5 m high,and 2.7 m thick.It has the features of stressing definite,reasonable structure.It can be disassembled and combined at will.Automatic hydraulic control system has the features of high pressure,long pressure holding time,steady loading and loading in gradient,etc.Various 3D and 2D geomechanical model tests of underground engineering can be satisfied.On the basis of the existing geomechanics similar material,a material ratio was attained for soft rock by a large number of different material ratios with their mechanical parameters being tested.Large scale 3D geomechanical model test about construction process of railway tunnel was developed.The changing mechanical process was simulated truthfully.Test results show that the test system is stable and reliable,and can be widely used for geomechanical model test in other underground engineering;research methods,techniques and the results make certain guiding significance to the practical engineering.
【Fund】: 国家自然科学基金资助项目(51009085 50904043);; 铁道部科技研究开发计划课题(2009G005–C)
【CateGory Index】: U451.5
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