바로가기메뉴

본문 바로가기 주메뉴 바로가기

(사)한국터널지하공간학회

A Study of effective installation patterns of face bolts using 3D-FDM analysis

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2006, v.8 no.2, pp.141-149


Nishimura Kazuo
Tsuyoshi Domon
  • Downloaded
  • Viewed

Abstract

For application of NATM, the self-supporting until installation of the supporting system must be satisfied. However, the face of a tunnel are always unsupported and therefore it is fairly vulnerable to tunnel collapses. Face blots are well known and widely used to prevent the deformation of the tunnel face and its circumference, which are installed horizontally toward the tunnel axis generally. To maximize the supporting effect of face bolts, this study has analysed the effective design patterns of face bolts by changing their installation angles. As the conclusion, it has been found that the axial displacement of the face increases slightly by installing the outermost bolts upward from the axis but surface settlement at 2.5D behind the face decreases up to 18%.

keywords
Face bolt, installation angle, axial force, axial displacement, 페이스볼트, 각도설치, 볼트 축력, 막장 수평변위, Face bolt, installation angle, axial force, axial displacement

Reference

1.

(2001) 파쇄대 암반에서 얕은 심도의 터널 굴착시 막장보강 효과에 관한 연구,

2.

(2000) 모형실험에 의한 수평보강재로 보강된 터널 마장의 거동 분석,

3.

(2000) 국내터널붕괴사례 연구,

4.

(2006) Behaviour of a tunnel face reinforced with longitudinal pipes-laboratory investigation,

5.

(1996) Safety of New Austrian Tunnelling Method, HSE

6.

(2002) Application trend of long length facebolting and analytical study of its behaviour ,

7.

(19900) Analysis of collapses on tunnel construction sites on the New Lines of the German Federal Railway,

8.

(1997) 切羽安定化のための鏡ボルトの果,トンネル工究論文報告集,

9.

(2000.11) 長尺鏡ボルトの施工態調査とその分析,

10.

(1996) 長尺鏡ボルトの適用に際して(案),

11.

(2003.11) トンネル切羽周の支保設計にする究,

12.

(2003.9) 山岳トンネルにおける長尺鏡補工の作用果の評,

13.

(2006) ○○トンネル策工討業務資料,

14.

(1996) NATM設計施工指針,

(사)한국터널지하공간학회