摘要
采用有限元计算软件MIDAS/GTS对某城市新建隧道下穿既有高速公路的开挖过程进行数值模拟,判断高速公路沉降值是否满足规范要求、是否需要采取防护措施。根据数值模拟分析结果,新建隧道下穿既有高速公路段采用超前大管棚支护、双侧壁导坑法施工,高速公路地表沉降对正常运营不产生影响。
Making numerical simulation upon the excavation of a new tunnel underpass an existing expressway by finite element analysis software MIDAS / GTS to determine whether a highway subsidence value meet standard requirements and weather protective measures should be taken. According to the result of numerical simulation,if the excavation of a new tunnel underpass an existing expressway adopting the advance large tubular tents supporting,double side drift method,highway ground surface settlement will not affect the normal operation.
出处
《北方交通》
2015年第8期105-108,共4页
Northern Communications
关键词
隧道
下穿
数值模拟
地表沉降
正常运营
Tunnel
Underpass
Numerical simulation
Surface subsidence
Normal operation