山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
20期
308-309
,共2页
连拱隧道%偏压%中隔墙%优化
連拱隧道%偏壓%中隔牆%優化
련공수도%편압%중격장%우화
double arch tunnel%eccentric loading%mid partition wall%optimization
通过对比,对连拱隧道中隔墙的结构形式、受力特点作了探讨,利用数值模拟的方法,对偏压连拱隧道中隔墙的结构、施工进行了优化,对偏压连拱隧道的中隔墙设计施工提出了建议,从而进一步完善连拱隧道的设计与施工.
通過對比,對連拱隧道中隔牆的結構形式、受力特點作瞭探討,利用數值模擬的方法,對偏壓連拱隧道中隔牆的結構、施工進行瞭優化,對偏壓連拱隧道的中隔牆設計施工提齣瞭建議,從而進一步完善連拱隧道的設計與施工.
통과대비,대련공수도중격장적결구형식、수력특점작료탐토,이용수치모의적방법,대편압련공수도중격장적결구、시공진행료우화,대편압련공수도적중격장설계시공제출료건의,종이진일보완선련공수도적설계여시공.
The structural form and mechanical characteristics of mid partition wall of double arch runnel were discussed by oared. The mid partition wall structure and construction of eccentric loading double arch tunnel were optimized with numerical modeling. The suggestions about mid partition wall design and construction of eccentric loading double arch tunnel were given, so as to complete double arch tunnel design and construction.