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1)  lining section
衬砌断面
1.
The optimal design and research of tunnel lining section in loess stratum;
黄土隧道衬砌断面优化设计与研究
2.
The reliability of tunnel structural system contains reliability of lining sections,reliability of lining sections in various surrounding rock pressure.
隧道结构系统可靠度研究包括衬砌断面可靠度、在各种不同围岩压力作用下衬砌断面可靠度、同种围岩地段衬砌可靠度以及整座隧道可靠度的研究。
3.
There are still rooms for improvements to the lining sections of tunnel designed previously for passenger dedicated (railway) lines of(250 km/h) and 350 km/h.
研究目的:客运专线铁路隧道的建设在我国尚属首次,其断面选型和结构设计无成熟经验可以参考,原设计的时速250 km客运专线隧道衬砌断面和时速350 km客运专线隧道衬砌断面有不足之处。
2)  full-section lining
全断面衬砌
1.
The concrete lining of water diversion and flushing pressure tunnel of Changma reservoir adopts the full-section lining steel trolley,which satisfies the integral support mold,the concrete pouring work and slag disposal passage.
昌马水库引水、排沙压力隧洞混凝土衬砌采用全断面衬砌钢模台车施工,满足了整体支模、混凝土浇筑作业、出渣通行三个方面的要求。
3)  lining section optimization
衬砌断面优化
4)  lining surface
衬砌表面
1.
Convergence monitoring and lining surface stress monitoring are made for the tunnel and the monitoring results are analyzed.
通过对隧道进行收敛变形和衬砌表面应力量测并分析量测数据,得出隧道围岩具有变形小、收敛变形在上部建筑封顶后逐渐缓和、拱顶下沉较水平收敛变形大的特征,通过监测得出结论,虽然上部建筑施工对隧道产生一定影响,隧道结构仍处于安全状态。
5)  composed cross section linning
组合式剖面衬砌
6)  interface circular lining
界面圆环形衬砌
1.
The scattering of SH_wave by interface circular lining is studied using the Green s function, a essential solution of displacement field for the elastic half space with a half circular lining bearing out_plane harmonic line load at horizontal surface, and setting up the integral equations through the corresponding method and interface continuity conditions.
采用Green函数方法研究界面圆环形衬砌对SH波的散射问题 。
补充资料:异形断面钢材(见异形断面型材)


异形断面钢材(见异形断面型材)
special section steel

,一、u以uu、’“飞豆on gQngC01异形断面钢材(speeial Seetion steel)见异形断面型材。
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