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严重液化地层沉管隧道抗震计算
引用本文:贺维国.严重液化地层沉管隧道抗震计算[J].隧道建设,2011,31(6):662-667.
作者姓名:贺维国
作者单位:(中铁隧道勘测设计院有限公司, 广州 510380 )
摘    要:结合工程实例,主要对地层液化等级判别、隧道地震作用计算方法等进行探讨研究。研究结果表明:对于埋深大的隧道工程,可以采用有限元法进行地层液化判别;不同的地层液化情况对地震作用计算结果,特别是对于接头处的内力影响很大,同时应充分考虑接头间止水带的影响。

关 键 词:液化  沉管隧道  地震作用  
收稿时间:2011-07-06
修稿时间:2011-11-25

Seismic Calculation for Immersed Tunnels in Stratum Subject to Serious Liquefaction
HE Weiguo.Seismic Calculation for Immersed Tunnels in Stratum Subject to Serious Liquefaction[J].Tunnel Construction,2011,31(6):662-667.
Authors:HE Weiguo
Affiliation:(China Railway Tunnel Survey & Design Institute Co., Ltd., Guangzhou 510380, China)
Abstract:Study is made on the judgment of the stratum liquefaction grade and the calculation methods for the seismic effect on tunnels,with Luntou-Shengwudao immersed tunnel as an example.Conclusions drawn are as follows: for tunnels with deep overburden,finite element method can be adopted to determine the stratum liquefaction grade;liquefaction conditions have great influence on the seismic effect calculation results,especially on the internal force of the joints;full consideration should be paid to the seismic influence on the water stop ties at the joints.
Keywords:liquefaction  immersed tunnel  seismic effect
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