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  Evaluation of Transverse Seismic Calculation Methods for a Circular Tunnel in Soft Soil

  Tunnel has been applied widely in the world's major underground transportation engineering. In recent years, earthquake disasters frequently occurred in whole world, such as Kobe earthquake in Japan in 1995 and Wenchuan earthquake in China in 2008, caused damage to underground structure facility. Therefore, seismologists around the world pay attention to seismic studies of underground structure. There are three transverse seismic analysis methods of a circular tunnel which are dynamic time-history method, the approximate analytical solution of Bessel functions and the response displacement method by using beam-spring model.

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