Dynamic response of a thawing soil around the tunnel under the vibration load of subway

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• 作者：Peng-Peng He (1)
  Zhen-Dong Cui (1)
  
  1. State Key Laboratory for Geomechanics and Deep Underground Engineering ; School of Mechanics and Civil Engineering ; China University of Mining and Technology ; Xuzhou ; Jiangsu ; 221116 ; People鈥檚 Republic of China
  
• 关键词：Dynamic response ; Thawing soil ; Subway vibration ; Numerical simulation
• 刊名：Environmental Earth Sciences
• 出版年：2015
• 出版时间：March 2015
• 年：2015
• 卷：73
• 期：5
• 页码：2473-2482
• 全文大小：880 KB
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• 刊物类别：Earth and Environmental Science
• 刊物主题：None Assigned
• 出版者：Springer Berlin Heidelberg
• ISSN：1866-6299

文摘

A certain thickness of thawing soil remains after the construction of subway tunnel by the artificial freezing method in soft soil area. The physical and mechanical properties of soil change a lot after freezing and thawing; therefore, the dynamic response of thawing soil is different from that of undisturbed soil under the same vibration loads of subway. The numerical simulations of thawing soil and undisturbed soil were conducted in this paper. The variations of the acceleration and the displacement of the surface and some special points were analyzed. The propagation characteristics of wave in the soil and the differences between thawing soil and undisturbed soil were obtained.