Based on the background of metro construction in Nanjing city, a large-scale shaking table test is accomplished to model the dynamic soil-tunnel interaction with liquefiable soils included in site.

 
  • 摘要以南京地鐵的建設背景為基礎,對含有可液化土層的深厚軟弱場地上雙洞單軌的地鐵區間隧道結構進行了大型振動臺模型試驗研究。
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