水利与建筑工程学报
水利與建築工程學報
수리여건축공정학보
TECHNIQUE OF SEEPAGE CONTROL
2013年
3期
127-130
,共4页
寒区隧道%防排水%防寒泄水洞%数值模拟%沉降
寒區隧道%防排水%防寒洩水洞%數值模擬%沉降
한구수도%방배수%방한설수동%수치모의%침강
tunnel in cold region%waterproof and drainage%cold-proof spillway tunnel%numerical simulation%settlement
依托青海高海拔寒区姜路岭隧道工程,对防寒泄水洞的施工特点以及和主洞的相互影响进行了分析探讨,利用有限元分析软件对防寒泄水洞进行数值模拟,得出了超前100 m开挖防寒泄水洞对隧道主洞无沉降影响的结论.
依託青海高海拔寒區薑路嶺隧道工程,對防寒洩水洞的施工特點以及和主洞的相互影響進行瞭分析探討,利用有限元分析軟件對防寒洩水洞進行數值模擬,得齣瞭超前100 m開挖防寒洩水洞對隧道主洞無沉降影響的結論.
의탁청해고해발한구강로령수도공정,대방한설수동적시공특점이급화주동적상호영향진행료분석탐토,이용유한원분석연건대방한설수동진행수치모의,득출료초전100 m개알방한설수동대수도주동무침강영향적결론.
@@@@Taking Jiangluling Tunnel in Qinghai as an example ,the construction features of cold-proof spillway tunnel and the influence on the main tunnel are analyzed and discussed ,and the finite element analysis saftware is used for the numerical simulation of the tunnel ,thereby to come to get the conclusion that there would be no influence of settlement on the main tunnel when advancedly excavating the cold-proof spillway tunnel for 100 m .
