灾害学2013，Vol.28Issue(2)：20-24,5.
基于汶川地震隧道震害特点的抗震设防标准评价及建议
Evaluation and Suggestion of Anti-seismic Fortification Criterion Based on Seismic Damage Characteristic of Tunnel Structure in Wenchuan Seismic Disastrous Area
摘要
Abstract
Based on the seismic damage survey data of tunnel structure in Wenchuan seismic disastrous area, the highway tunnel anti-seismic fortification criterion of JTJ 004-89 Specifications of Earthquake Resistant Design for Highway Engineering is evaluated. Results show that the existing anti-seismic standard is tend to safety. The exiting anti-seismic standard can only meet fortification requirements to soft rock tunnel, but rock tunnel is able to withstand higher seismic intensity without the risk of more serious damage. The fortification standard should be to strengthen existing prevention and control provisions of fault dislocation. Take evaluation of 10 provisions about tunnel , five of which are suitable, the rest are unsuitable; and put forward specific proposals to modify. Finally, the anti-seismic fortification suggestion about tunnel structure of fault rupture zone, tunpel structure of entrance and regular period is proposed. The research results have important significance to the current code revision and anti-seismic fortification of highway tunnels.关键词
公路隧道/震害特点/抗震设防标准评价/抗震设防建议/汶川地震Key words
highway tunnel/ seismic damage characteristic/ evaluation of anti-seismic fortification criterion/ suggestion of anti-seismic fortification/ Wenchuan earthquake分类
交通工程引用本文复制引用
崔光耀,王明年,于丽,林国进..基于汶川地震隧道震害特点的抗震设防标准评价及建议[J].灾害学,2013,28(2):20-24,5.基金项目
西部交通建设科技项目(200831800026,200831800098) （200831800026,200831800098）
中央高校基本科研业务费专项资金资助(SWJTU10XS05) （SWJTU10XS05）
