Abstract
The ground around the portal of a tunnel is the most typical part showing the 3-dimensional mechanical behavior in the tunnel. The portal slope is constructed at the weathered soft rock-mass, and remains as a potential sliding mass. The slope failure around the tunnel portal may happen drastically and induce the great disaster; hence, for the permanent stability several special techniques are required. To solve this problem, the ground around the tunnel portal may be excavated in the arch shape to develop the arching effect in horizontal direction. With the arch-type portal slope, one can reduce considerably the excavation mass and the damage of environments. This approach has not been attempted yet due to the lack of understanding and the well-defined analyzing method, so the retaining wall type portal is more universal.
The 3-dimensional finite element analyses were carried out to prove that the arch type is more advantageous in safety and cost than the right angle type. The influence of the tunnel construction sequence and the strength of the rock-mass on the slope stability was investigated by focusing on the maximum shear strain in the slope, and the yield zone at the tunnel face.
Key words : Tunnel portal, Portal slope, ㄷ-shape slope, Arch-shape slope, Horizontal arching, Slope stability
Mechanical Behavior of Tunnel Portal in Horizontal Arch Slope
*1
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*1 Yang, Mun-Sang
*2 Lee, Sang-Duk
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1. , , (1994), "
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2. , , , (1994), "
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3. Bell, F.G.(1992), "Engineering in Rock Masses", Butter worth Heinemann Pub
4. John, O.Bickel(1996), "Tunnel Engineering Handbook", Chapman&Hall
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6. Hoek, E and Bray, J.W(1981), "Rock Slope Engineering", Institute of Mining and Metallurgy 7. Hoek, E and Brown, E.T(1980), "Underground
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