Seismic analysis of underground tunnels by the 2.5D finite/infinite element approach

被引：54

作者：

Lin, K. C. ^{[1
]}

Hung, H. H. ^{[2
]}

Yang, Judy P. ^{[3
]}

Yang, Y. B. ^{[4
,5
]}

机构：

[1] Natl Taiwan Univ, Dept Civil Engn, Taipei 10617, Taiwan

[2] Natl Ctr Res Earthquake Engn, Taipei 106, Taiwan

[3] Natl Chiao Tung Univ, Dept Civil Engn, 1001 Univ Rd, Hsinchu 30010, Taiwan

[4] Chongqing Univ, MOE Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China

[5] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China

来源：

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2016年 / 85卷

关键词：

Earthquake; Free field; Infinite element; 2.5D approach; Tunnel; Wave transmission; HALF-SPACE; INFINITE ELEMENTS; GROUND VIBRATIONS; RESPONSE ANALYSIS; WAVES; TRAINS; SV;

D O I：

10.1016/j.soildyn.2016.03.005

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

A procedure for the seismic analysis of underground tunnels using recorded free-field earthquakes based on the 2.5D finite/infinite element approach is presented. The near and far fields of the half space are modeled by finite and infinite elements, respectively. Using the 1D wave theory, the nodal force and displacement on the near-field boundary are computed for each spectral frequency of the earthquake. Then, equivalent seismic forces are computed for the near-field boundary for the earthquake spectrum. By assuming the soil-tunnel system to be uniform along the tunnel axis, the 2.5D approach can account for the wave transmission along the tunnel axis, which reduces to the 2D case for infinite transmission velocity. The horizontal and vertical components of the 1999 Chi-Chi Earthquake (TCU068) are adopted as the free-field motions in the numerical analysis. The maximal stresses and distribution patterns of the tunnel section under the P- and SV-waves are thoroughly studied by the 2.5D and 2D approaches, which should prove useful to the design of underground tunnels. (C) 2016 Elsevier Ltd. All rights reserved.

引用

页码：31 / 43

页数：13

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