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(사)한국터널지하공간학회

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Vol.11 No.1
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A study on the evaluation method and reinforcement effect of face bolt for the stability of a tunnel face by a three dimensional numerical analysis

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2009, v.11 no.1, pp.11-22


& (2009). A study on the evaluation method and reinforcement effect of face bolt for the stability of a tunnel face by a three dimensional numerical analysis. (사)한국터널지하공간학회, 11(1), 11-22.
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Abstract

Tunnel excavation with several sections and appropriate auxiliary measures such as face bolt and pre-grouting are widely used in case of weak and less rigid ground for the stability of a tunnel face during excavation. This papers first described the evaluation methods proposed in technical literature to maintain the tunnel face stable, and then studied by FEM analysis whether face reinforcement is need in what degree of ground deformation and strength features for the stability of a tunnel face when excavating by full excavation with sub-bench. Lastly, a three dimensional FEM analysis was performed to study how the tunnel face itself and the ground around the tunnel behave depending on different bolt layouts, length of bolts, number of bolts. There were relative differences in comparison of results on the stability of a tunnel face by a theoretical evaluation methods and FEM analysis, but the same in reinforced effect of face. It was found that the stability of a tunnel face can be obtained with face bolt installed longer than 1.0D (tunnel width), bolt density of about 1 bolt per every 1.5 ㎡ (layout of grid type), and reinforcement area of 120° arch area of upper section.

keywords
Stability of a tunnel face, evaluation method for tunnel stability, face bolt, 막장안정성, 막장안정 평가기법, 막장볼트

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