1) shallow covered slope
浅埋偏压
1.
Analysis on the treatment of the lining cracks of the shallow covered slope multi-arch tunnel in weak surrounding rock;
软弱围岩浅埋偏压连拱隧道衬砌开裂处治分析
2.
The site monitoring was made during the access construction of shallow covered slope soft surrounding rock of Tongyu hightway tunnel.
详细介绍了通渝隧道进口浅埋偏压软弱围岩段新奥法施工的监控量测工作,通过对各施工阶段的监测与分析,配合和指导施工实践。
2) shallow and unsymmetrical pressure
浅埋偏压
1.
The lithology of the entrance segment is weathered metasandstone,existing shallow and unsymmetrical pressure,constructing with three-pilot drift method.
用岩土工程专用分析程序FLAC3D,对铜黄高速公路汤屯段富溪浅埋偏压连拱隧道进口段采用的施工过程进行了三维快速拉格朗日差分方法分析,比较了先开挖浅埋侧主洞与先开挖深埋侧主洞两种开挖施工顺序,获得了浅埋偏压连拱隧道在采用不同开挖顺序施工时各阶段隧道变形、中隔墙及支护结构的应力和位移等变化情况,通过对比、分析,从而使得实际隧道施工顺序得到优化,结果与现场监控量测资料相比较,得出的结论可为富溪浅埋偏压连拱隧道施工提供科学依据与技术指导。
3) shallow-buried biased opening section
浅埋偏压洞口段
1.
Construction technologies of loess tunnel at shallow-buried biased opening section;
黄土隧道浅埋偏压洞口段施工技术要点
4) shallow buried tunnel under unsymmetrical pressure
偏压浅埋隧道
1.
The construction of shallow buried tunnel under unsymmetrical pressure is difficult for the complexity of it′s construction and uneveness of stress distribution of surrounding rock.
偏压浅埋隧道由于施工工序的复杂性和围岩应力分布不均匀性,施工技术难度较大。
5) shallow tunnel under unsymmetrical pressure
浅埋偏压隧道
1.
The rock of shallow tunnel under unsymmetrical pressure is almost gradeⅣor higher soft rock, which mechanics property is complex, and ground stress distributes un-symmetrically being influenced by unsymmetrical pressure, therefore it is difficult to analyse stability of shallow tunnel under unsymmetrical pressure .
浅埋偏压隧道围岩多为Ⅳ级以上软弱围岩,力学性质复杂,而且受偏压影响,地应力分布不均,这就使浅埋偏压隧道稳定性分析变得很困难,从而很难实现施工安全控制。
6) shallow-buried and lateral pressure tunneling
浅埋软弱偏压
补充资料：A3钢试片在济南埋20年后的腐蚀情况
A3钢试片在济南埋20年后的腐蚀情况
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说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条