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- W3146037401 abstract "压力用于一条极端浅的隧道的岩石的一个计算方法被关键块理论介绍，并且它的数学公式与超级浅的深度根据一个机械隧道模型的意见被建议。理论分析证明隧道由于倾斜的地形学服从于不对称的岩石压力。用于隧道王冠和 sidewall 的岩石压力是仔细，与包围岩石体积有关，倾斜的地面的密度，隧道尺寸，深度和角度倾斜。用于隧道王冠的岩石压力对 sidewalls 比那大得多，并且负担适用于左 sidewall 对正确 sidewall 也比那大。同时，为在有使倾向的表面的阶层的一条极端浅的隧道的衬里的安全被岩石压力和隧道支持参数影响。从地面表面的钢管子 grouting 被用来在隧道挖掘前巩固相反的包围岩石，并且增强的范围根据隧道挖掘与使倾向的地面表面在弱岩石中导致的不对称的负担的分析被建议。有管子房顶保护的凳子切割方法的通道过程仍然被讨论并且根据特殊地质的条件在这份报纸执行了。方法和通道过程成功地被利用了设计并且开车一条真实高速公路隧道。造超级浅的隧道里的实践证明了在这份报纸介绍的计算方法和通道过程的可行性。" @default.
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- W3146037401 date "2014-01-01" @default.
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- W3146037401 title "Study on calculation of rock pressure for ultra-shallow tunnel in poor surrounding rock and its tunneling procedure" @default.
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