DOI QR코드

DOI QR Code

Stability Analysis of the Light Weight Earth-Retaining Structure in the Trench Excavation

트렌치 굴착에 있어서 경량 흙막이 구조체의 안정성 해석

  • Published : 2004.01.01

Abstract

In trench excavation, essential factor of earth-retaining temporary work structure should be easy taking to pieces and movement, and dead weight must be less. This paper studies about the light weight material and application as earth-retaining structure to prevent the slope failure of sand soil ground caused by the variation of groundwater level in trench excavation. That is, light weight earth-retaining structural is proposed and a simulation with FEM on application of proposed structural in sandy soil is presented. The results are summarized as follows; (1) The study proposed FRP H-shaped pannel for the light weight member, and also presented estimation method about stability. (2) Mechanical property (bending moment, shear force, axial force, displacement) were changed according to groundwater level, but these values had been within enough safety rate and allowable stress. Therefore, proposed light weight pannel with FRP is available for bracing structure in trench excavation.

Keywords

References

  1. Addenbrooke, T. I., B. Dabee, and D. M. Potts. 2000. Displacement flexibility number for multipropped retaining wall design. Journal of Geotechnical and Geoenvironmental Engineering. ASCE. 126(8): 718-726. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:8(718)
  2. Abdullah, B. 2001. Fundamental study on strengthening of steel girder bridge with RC slab by using pultruded GFRP members. Ph.D. diss. Fukuoka, Japan: Kyushu University.
  3. Braja M. D. 2001. Fundamentals of Geotechnical Engineering. Thomson Learning. Singapore. 595, 295-305.
  4. Djamaluddin, R. 2003. Fundamental study on application of unresin continuous carbon fiber reinforcing system to concrete structures. Ph.D. diss. Fukuoka, Japan: Kyushu University.
  5. Hemami, A. 1995. Fundamental analysis of robotic excavation. Journal of Aerospace Engineering. ASCE. 8(4): 175-179. https://doi.org/10.1061/(ASCE)0893-1321(1995)8:4(175)
  6. Huang, T. K. 1997. Mechanical behavior of concrete block retaining wall. Journal of Geotechnical and Geoenvironmental Engineering. ASCE. 123(3): 197-203. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:3(197)
  7. Huang, X., and L. E. Bernold. 1997. CAD-integrated excavation and pipe laying. Journal of Construction Engineering and Management. ASCE. 123(3): 318-323 https://doi.org/10.1061/(ASCE)0733-9364(1997)123:3(318)
  8. JSCE. 1993. State of the art report on continuous fiber reinforcing materials. Research Committee on Continuous Fiber Reinforcing Materials. 161. Tokyo, Japan
  9. Knight, M., G. Duyvestyn, and M. Gelinas. 2001. Excavation of surface installed pipeline. Jounal of Infrastructure Systems. ASCE. 7(3): 123-129. https://doi.org/10.1061/(ASCE)1076-0342(2001)7:3(123)
  10. Korea Road Transportation Association. 2000. Highway Design Specification. 55-56. Seoul, Korea
  11. Liao, H. J., Y. H. Lin, and S. F. Su, 1998. Base stability of deep excavation in anisotropic soft clay. Journal of Geotechnical and Geoenvironmental Engineering. ASCE. 124(9): 809-819. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:9(809)
  12. Midas Information Technology. 2001. Structural Analysis. Seoul: Dooans Communication.
  13. Ou, C. Y. et. al. 1996. Analysis of deep excavation with column type of ground improvement in soft clay. Journal of Geotechnical Engineering. ASCE. 122(9): 709-716. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:9(709)
  14. Peck, R. B. 1969. Deep excavations and tunneling in soft ground. Proc. 7th ICSMFE. 225-290. Mexico City.
  15. Rizkalla, S. 2001. Reinforcing concrete structures with fiber reinforced polymers. Design Manual No.3. Manitoba, Canada: ISIS Canada.
  16. Rankine, W. M. J. 1857. On stability on loose earth, Philosophic Transactions of Royal Society. Part I, 9-27. London. quoted by Baraja M. D. 2001.