지보굴착에 따르는 인접건물의 손상위험도 평가사례: 설계단계

A Case Study of Building Damage Risk Assessment Due to the Strutted Excavation: Design Aspects

  • 이선재 (삼성물산건설부문 토목기술팀) ;
  • 송태원 (삼성물산건설부문 KPE C423) ;
  • 이윤상 (삼성물산건설부문 KPE C423) ;
  • 송영한 (삼성물산건설부문 KPE C423) ;
  • 김재권 (삼성물산건설부문 토목기술팀)
  • 발행 : 2005.12.01

초록

도심지에서의 지반굴착은 배면지반의 변위와 그에 따르는 건물의 손상을 유발시킨다. 굴착에 의한 지반변위의 예측과 굴착면 주변에 위치한 건물의 손상 위험도 평가는 설계단계에서 필수적인 요소이다. 본 논문에서는 기존의 굴착에 의한 지반변위 예측기법인 Peck의 방법과 Bowles의 방법을 조합하여 지보굴착에 따르는 배면지반 변위예측방법을 제안하였다. 또한, 배면지반의 Green-field 뒤틈각과 수평변형률을 이용한 인접건물 손상위험도 평가기법을 제안하였다. 이 기법은 싱가폴에서 시공중인 대규모 지반굴착공사의 설계에 성공적으로 적용되었다.

The ground excavation in the urban area induces in general ground movement and subsequent damage on the adjacent building structures. So the essentials in the designing stage are the prediction of ground movement induced by the ground excavation and the damage risk assessment of buildings adjacent to the excavation. A propsed prediction method of the ground movement induced by the strutted excavation has been studied with due consideration of the existing ground movement prediction methods. A building damage risk assessment method based on the angular distortion and the horizontal strain derived from the green-field ground movement is also proposed. These methods have been applied successfully in the on-going deep excavation project in Singapore.

키워드

참고문헌

  1. Attewell, P.B. and Woodman, J.P. (1982), 'Predicting the dynamics of ground settlement and its derivatives caused by tunneling in soil', Ground Engineering, Vol.15(8), pp13-22
  2. Attewell, P.B., Yeates, J., and Selby A.R. (1986), 'Soil movements induced by tunneling and their effects on pipelines and structures', Blackie and Sons Ltd., p.325
  3. Bjerrum, L. (1963), 'Discussion Session IV', Proc. European Conf. on Soil Mech. and Foundation Eng., Wiesbaden, Germany, Vol.II, pp.135-137
  4. Boscardin, M.D. and Cording, E.J. (1989), 'Building response to excavation-induced settlement', Journal of Geotech. Engineering, ASCE, Vol.115(1), pp.1-21 https://doi.org/10.1061/(ASCE)0733-9410(1989)115:1(1)
  5. Bowles (1988), Foundation Design and Analysis, 4h Ed., McGraw-hill, pp.658-661
  6. Burland, J.B. (1995), 'Assessment of risk of damage to buildings due to tunnelling and excavation', Invited Special Lecture, 1st Int. Conf. on Earthquake Geotech. Engineering, IS Tokyo '95
  7. Burland, J.B., Broms, B.B., and de Mello, V.F.B. (1977), 'Behavior of foundations and structures. State-of-the-Art report', Proc. 9th Int. Conf. on Soil Mech. and Foundation Eng., Vol.II, Tokyo, Japan, pp.495-546
  8. Burland, J. B., Simpson B., and St. John, H. D. (1979), 'Movements around Excavation in London Clay', Design Parameters in Geotechnical Eng. BGS, London, Vol.1
  9. Burland, J.B. and Wroth, C.P. (1974), 'Settlement of buildings and associated damage', Proc. Conf. 'Settlement of structures', Pentech Press, London., pp.611-654
  10. Caspe, M.S. (1966), 'Surface settlement adjacent to braced open cuts', Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol.92, pp.51-59
  11. Clough, G.W. and ORourke, T.D. (1990), 'Construction Induced Movements of Insitu Walls, Design and Performance of Earth Retaining Structures', Edited by Lambe, P.C. and Hansen, L.A., Geotechnical Special Publication No. 25, ASCE, pp.869-884
  12. Franzius, J.N. (2003), 'Behaviour of buildings due to tunnel induced subsidence', Ph.D. Thesis, Dept of Civil Eng., Imperial College of Science, University of London, p.358
  13. Jennings, J.E. and Kerrich, J.E. (1962), 'The heaving of buildings and the associated economic consequence, with particular reference to the Orange Free State goldfields', The Civil Eng. in South Africa, Vol. 5(5), pp.122
  14. Macleod, I.A. and Littlejohn, G.S. (1974), 'Discussion of session 5', Proc. Cof. on Settlement of Structure, Pentech Press, London, England, pp.384-393
  15. Mott Macdonald Co. Ltd. (1993), BREXIS-Building Response to EXcavation Induced Settlement, Manual
  16. National Coal Board (1975), Subsidence engineers handbook, National Coal Board Production Dept., London, England
  17. O'Reilly, M.P. and New, B.M. (1982), 'Settlements above tunnels in the United Kingdom-their magnitude and prediction', Proc. Tunnelling'82 ed. M.P. Jones, IMM, London, pp.137-181
  18. O'Rourke, T.D. (1975), 'A Study of Two Braced Excavations in Sands and Interbedded Stiff Clays', Ph.D. thesis, University of Illinois at Urbana-Champaign
  19. Peck, R.B. (1969), 'Deep excavations and tunneling in soft ground', Proc. 7th Int. Conf. on Soil Mech. and Foundation Eng., State of the art volume. Sociedad Mexicnan de Mecanica de Suelos, A.C., pp.225-290
  20. PoIshin, D.E. and Tokar, R.A. (1957), 'Maximum allowable non-unifonn settlement of structures', Proc. 4th Int. Conf. on Soil Mech. and Foundation Eng., London, Vol.1, pp.402-405
  21. Potts, D. M. and Addenbrooke, T. I. (1997), 'A structure's influence on tunnelling-induced ground movements', Proc. Instn. Civ. Engrs. Geotech. Engineering, Vol.125, pp.109-125
  22. Rankin, W. J. (1988), 'Ground movements resulting from urban tunnelling: predictions and effects', Engineering Geology of Underground Movements, Geology Society Engineering Geology Special Publication No.5, pp.79-92
  23. Skempton, A.W. and Macdonald, D.H. (1956), 'Allowable settlement of buildings', Proc. Inst. Civ. Eng., Vol.5, pp.727-768
  24. Son, M.R. and Cording, E.J. (2005), 'Estimation of Building Damage Due to Excavation-Induced Ground Movements', Journal of Geotech. And Geoenv. Engineering, ASCE, Vol.131(2), pp.162-177 https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(162)
  25. Tomlinson, M.J. (1986), Foundation Design and Construction, 5th Ed., Longman Scientific & Technical, pp.294-296