Experimental study of shallow-buried-highway tunnel lining under traffic load due to settlement accumulation

F. C.Zhu; C. M. Chen; Y. X. Pi; Y. Yang

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Experimental study of shallow-buried-highway tunnel lining under traffic load due to settlement accumulation

机译：浅埋公路隧道衬砌交通荷载作用下的试验研究

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Similarity theory is used to model experiment for shallow-buried tunnel under the traffic load. Rules are developed for the tunnel lining stress and deformation; The results can be used to develop tunnel lining law of stress variability and the accumulative total effect of sedimentation by changing dimension, the amplitude, the frequency and the loading times with traffic load; At the same time, the feature changing rule can be obtained for the tunnel lining-destroying process through exerting limit load.

机译：采用相似理论对浅埋隧道在交通荷载作用下的试验进行建模。为隧道衬砌的应力和变形制定了规则；通过改变交通荷载的大小，振幅，频率和荷载时间，可将结果用于发展隧道衬砌的应力变化规律和沉积的累积总效应。同时，通过施加极限载荷，可以得到隧道衬砌破坏过程的特征变化规律。

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来源
《International journal of terraspace science and engineering》 |2011年第2期|p.19-22|共4页
作者
F. C.Zhu; C. M. Chen; Y. X. Pi; Y. Yang;
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作者单位

Institute of Geotechnical Engineering, Hunan University of Technology, Zhuzhou 412007, China;

Institute of Geotechnical Engineering, Hunan University of Technology, Zhuzhou 412007, China;

Department of Civil Engineering, Chongqing Energy Professional College, Chongqing 400041, China;

Institute of Geotechnical Engineering, Hunan University of Technology, Zhuzhou 412007, China;

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原文格式 PDF
正文语种 eng
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关键词
model experiment; shallow-buried tunnel; traffic load;

机译：模型实验;浅埋隧道交通负荷;

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Experimental study of shallow-buried-highway tunnel lining under traffic load due to settlement accumulation

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