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도심지 대단면 복합지반 NATM 과 TBM 터널공법의 비교위험도 분석

Comparative Risk Analysis of NATM and TBM forMixed-face Large-Diameter Urban Tunneling

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2011, v.13 no.1, pp.13-23
김영근 (삼성물산㈜ 건설부문)
문준식 (삼성물산(주))
심재범 (삼성물산 건설부문 토목 ENG팀)
이승복 (삼보기술단)
최창림 (삼보기술단)
천윤철 (삼성물산㈜ 건설부문)
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Abstract

The risk assessment is essential for tunnel design in order to minimize risks associated with uncertainty about geological conditions and tunneling method. This paper provides a comparative risk analysis of a large single bore TBM driven tunnel against sequentially excavated NATM tunnel for a mixed-face large-diameter urban tunnel project near or under a river. The focus of this assessment is on the risks associated with the tunnel excavation methods, in particular whether a TBM or NATM presents more or less risk to achieve the planned excavation duration and bring the project within the estimated bid price. First, the impacts and risks to tunnel construction under each method were discussed, and the risks were scored and ranked in the order of perceived severity and likelihood. Finally, the assessment from a risk based perspective was conducted to decide which alternate tunneling method is more likely to deliver the project with the least time and cost. It is very important to note that this study is only applied to this tunnel project with specific geological conditions and other contract requirements.

keywords
Comparative risk analysis, Mixed-face, Large-diameter urban tunnel, NATM vs Shield TBM, 비교위험도, 복합지반, 도심지 대단면 터널, NATM vs 쉴드 TBM

참고문헌

1.

1. Barla G and Pelizza S. (2000) TBM tunnelling in difficult ground conditions.

2.

2. Barton N. (2000) TBM Tunneling in Jointed and Faulted Rock, Taylor & Francis, p. 184.

3.

3. Holen H. and Anlegg S. (1998) TBM vs drill & blast tunnelling, Norwegian TBM Society, pp. 95~98.

4.

4. Huang R. (2008) The Shanghai Yangtse River Tunnel: Theory, Design, and Construction, p.360.

5.

5. Parsons Brinckerhoff, Inc. (2010) Tunnel Options Risk Assessment for OOO Road Expansion Project.

6.

6. Samsung C&T (2010a) OOO Road Expansion Project –Geotechnical Investigation Report.

7.

7. Samsung C&T (2010b) OOO Road Expansion Project –Tunnel Design Report.

8.

8. Tarkoy P.J. (1996) Comparing TBMs with drill and blast excavation, Int’l J. of Rock Mech. and Mining Sci. and Geomech. Abst., Vol. 33, No. 4, pp. 186A~186A(1).

9.

9. URS Corporation (2005) OOO Tunnel Project – Qualitative Risk Assessment Report.

10.

10. Kim Y., Hencher S.R, Yoon Y., and Cho S. (2002) Determination of the construction method for Young Dong Tunnel by risk assessment, Tunneling Technology, KTA, Vol. 4, No. 1, pp. 13~25.

(사)한국터널지하공간학회