Similar simulation experiment of expressway tunnel in karst

被引:53
作者
Tian, Qingyan [1 ]
Zhang, Jiantong [2 ,3 ,4 ]
Zhang, Yanlong [1 ]
机构
[1] Guangdong Hualu Transport Technol Co Ltd, 399 Congyun Rd, Guangzhou 510420, Guangdong, Peoples R China
[2] Wuhan Univ, Sch Civil Engn, 8 East Lake South Rd, Wuhan 430072, Hubei, Peoples R China
[3] Guangdong Univ Technol, Guangzhou Higher Educ Mega Ctr, Sch Civil & Transportat Engn, 100 Waihuan Xi Rd, Guangzhou 510006, Guangdong, Peoples R China
[4] Shenzhen Municipal Engn CORP, D-G Area 6 Floor Gangzhilong Sci & Technol Pk, Shenzhen 518106, Guangdong, Peoples R China
基金
中国博士后科学基金;
关键词
Karst cave; Expressway tunnel; Similarity theory; Orthogonal test; Experimental model design; Mixtures ratio;
D O I
10.1016/j.conbuildmat.2018.04.209
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
According to the actual situation of an expressway tunnel in karst area, the tunnel lining, surrounding rock, and test model were designed by a similar theory and orthogonal experiment. The similarity constants were determined from similar material design experiments. The similar mixture ratio of simulated limestone and tunnel lining was determined using uniaxial compression, triaxial and Poisson's ratio tests. Based on these tests, the structures of lining and karst cave models were designed and analyzed. The data of experimental model were acquired using pore pressure, soil pressure and displacement measuring instruments. Considering the rock joint occurrence, size of cave, cave location, precipitation, loading and other parameters, the pore water pressure, earth pressure, and displacement sensor of experimental model were analyzed under artificial rainfall and loading conditions. The results show that the development of a karst cave affects the tunnel water flow. The test results also show that the experimental model can simulate water penetration and calculate water content. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 13
页数:13
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