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ISSN : 2233-8292

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Vol.16 No.6
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실내모형시험을 통한 점성토 지반의 토피고에 따른 지표침하 특성연구

A study on surface settlement characteristics according to the cohesive soil depth through laboratory model tests

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2014, v.16 no.6, pp.507-520
김영준 ((주)태조엔지니어링 지반부)
임채근 ((주)한라)
강세구 ((주)대정컨설턴트)
이용주 (서울과학기술대학교)
김영준, 임채근, 강세구, & 이용주. (2014). 실내모형시험을 통한 점성토 지반의 토피고에 따른 지표침하 특성연구. (사)한국터널지하공간학회, 16(6), 507-520.
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초록

본 연구는 점성토 지반에서 터널 굴착장비를 이용하여 터널을 굴착할 때 토피고 변화에 따라 발생하는 지표변위 특성을 고찰하였다. 이를 위하여 현장조건과 유사한 시료를 이용하여 실내축소모형시험을 수행하였다. 토피고에 따라 1.5D, 2.0D, 2.5D, 3.0D의 총 4개의 Case 에 대하여 모형시험을 수행하였다. 이러한 모형시험을 통하여 터널굴착 시 발생하는 지표변위를 측정하여 3차원적 영향분포를 정량적으로 분석하였으며, 더불어 변위양상도 규명하였다.

keywords
실내축소모형시험, 점성토 지반, 토피고, 굴착장비, Laboratory scaled model test, Cohesive soil, Depth of cover, Excavation machine

Abstract

In this study, the surface displacement was investigated according to the various depth of cover when the tunnel excavation equipment was used in a clay soil. For this the laboratory scaled model test was carried out using the soil sample similar to the in-situ conditions. We carried out four tests according to tunnel depth(1.5D, 2.0D, 2.5D, 3.0D). The distribution of impact due to tunnelling was quantitatively analyzed in the three-dimension by measuring the surface displacement. In addition, the pattern of surface displacements was figured out.

keywords
실내축소모형시험, 점성토 지반, 토피고, 굴착장비, Laboratory scaled model test, Cohesive soil, Depth of cover, Excavation machine

참고문헌

1.

1. Attewell, P.B. (1977), “Ground movements caused by tunnelling in soil”, Proceeding of Conference on Large Ground Movements and Structures, Cardiff, England, pp. 812-948.

2.

2. Hobbs, D.W. (1969), “Scale model study of strata movement around mine roadways. IV. roadway shape and size”, Int. J. of Rock Mech. Min. Sci., Vol. 6, pp. 305-404.

3.

3. Ghaboussi, J., Ranken, R.E., Karshenas, M. (1978), “Analysis of subsidence over soft ground tunnels, evaluation and prediction of subsidence”, ASCE, pp. 182-196.

4.

4. Lee, K.M., Rowe, R.K. (1990), “Finite element modelling of the three-dimensional ground deformations due to tunnelling on soft cohesive soils : Part II - result”, Computers and Geotechnics, 10, pp. 111-138.

5.

5. Lee, Y.J., Ryu, C.Y. (2010), “Determination of K values from tunnel model tests in sandy ground”, Tunnelling Technology, Vol. 12, No. 1, pp. 87-94.

6.

6. Pantet, A. (1991), “Creusement de galeries a'Faible profondeur a' I'aide d'un tunnelier a' pression de boue: mesures in situ et e' tude the' onique du champs de de' placements”, These de doctorat, INSA, Lyon.

7.

7. Peck, R.B. (1969), “Deep excavations and tunnelling in soft ground. state of the art report, proceedings of 7th international conference on soil mechanics and foundation engineering”, Mexico City, State of the Art Volume, pp. 225-290.

8.

8. Schmidt, B. (1969), “Settlements and ground movements associated with tunnelling in soil”, Ph.D thesis, University of Illinois.

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