頁籤選單縮合
題名 | 淺覆蓋隧道與邊坡間互制行為之研究=Interaction Behavior between Tunnel under Shallow Slope and Slope |
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作 者 | 李文玄; | 書刊名 | 明志技術學院學報 |
卷期 | 33 2001.06[民90.06] |
頁次 | 頁225-233 |
分類號 | 441.9 |
關鍵詞 | 淺覆蓋隧道; 施工順序; 坡頂沉陷; Tunnel under shallow slope; Construction sequence; The deformation of slope; |
語文 | 中文(Chinese) |
中文摘要 | 鄰近邊坡之淺覆蓋隧道由於地形與地質上的特殊條件,除了考量隧道本身的安全 外,尚需注意隧道與邊坡相互的影響行為。本研究參考北二高新店一號隧道工程案例之地形 、地質條件以及施工步驟,進行坡趾處隧道與邊坡間互制行為之研究,研究之內容針對邊坡 修挖與隧道開挖之施工順序對坡頂沉陷的影響。 在本研究所建立的條件下,我們發現,先進行邊坡修挖與坡面穩定再進行隧道之開挖,所造 成的坡頂沉陷確實較直接開挖隧道再進行邊坡修挖與護坡者小。 |
英文摘要 | For constructing tunnels passing through shallow slope, the interaction between slope and tunnel is important factor which should be carefully examined in addition to check the interaction behavior between the slope and the Hsinnten (Ⅰ ) Tunnel of Northern Second Freeway is examined by considering the factors of geological condition, topography, and construction sequence. The deformation of slope are studied under different construction sequence. It is found in the study, the deformation of the slope will be significantly smaller if the slope could be pre-stabilized before the tunnel construction. |
本系統之摘要資訊系依該期刊論文摘要之資訊為主。