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Dynamic Active Earth Pressure of Gabion-Geotextile Bag Retaining Wall System Using Large Scale Shaking Table Test

진동대 실험을 이용한 게비온-식생토낭 옹벽 시스템의 동적주동토압 산정

  • Kim, Da Been (Department of Civil & Environmental Engineering, Incheon National University) ;
  • Shin, Eun Chul (Department of Civil & Environmental Engineering, Incheon National University) ;
  • Park, Jeong Jun (Incheon Disaster Prevention Research Center, Incheon National University)
  • Received : 2019.10.03
  • Accepted : 2019.11.12
  • Published : 2019.12.01

Abstract

This study was conducted to characterize shearing strength of geotextile bag, connecting materials and gabion. A largescale shaking take tests were conducted to assess kinetic characteristics of gabion-geotextile bag retaining wall. Based on the results of large-scale shaking table test, dynamic characteristics of gabion-geotextile bag retaining wall structure against acceleration, displacement, and earth pressure were also analyzed. The increments of dynamic active earth pressure were determined to be (0.376-0.377)H at 1:0.3 slope and $(0.154-0.44)g_n$ earthquake acceleration, and (0.389-0.393)H at 1:1 slope, suggesting that the increments tend to rise as the slope decreases.

본 연구에서는 게비온-식생토낭 옹벽에 대한 동적 특성을 평가하기 위해서 실대형 진동대 실험 시 토조 내부에 포설되는 흙과 식생토낭, 연결재, 게비온 등의 전단특성을 규명하고, 이 결과를 이용하여 실대형 진동대 실험을 수행하였다. 또한, 식생토낭벽체의 기울기, 지반가속도 등의 실험조건으로 실대형 진동대 실험을 실시하여 가속도, 변위, 토압에 대한 게비온-식생토낭 옹벽시스템의 동적 특성을 분석하였다. 결과, 1:0.3 기울기에서는 지진가속도가 $(0.154-0.44)g_n$일 때, 동적주동토압의 작용점은 저면으로 부터 (0.376-0.377)H인 것으로 나타났다. 1:1 기울기에서는 (0.389-0.393)H으로 나타나 기울기가 완만할수록 동적주동토압의 작용점은 높은 것으로 나타났다.

Keywords

References

  1. Al Atik, L. A. and Sitar, N. (2010), Seismic earth pressures on cantilever retaining structures, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 136, No. 10, pp. 1324-1333. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000351
  2. Anderson, D. G., Martin, G. R., Lam, I. P. and Wang, J. N. (2008), Seismic design and analysis of retaining walls, buried structures, slopes and embankments, NCHRP Report 611. Transportation Research Board, National Cooperative Highway Research Program, Washington.
  3. Bolton, M. D. and Steedman, R. S. (1982), Centrifugal testing of micro-concrete retaining walls subjected to base shaking, Proceedings of Conference on Soil Dynamics and Earthquake Engineering, Southampton, 1, pp. 311-329.
  4. Chang, M. F. (1981), Static and seismic lateral earth pressures on rigid retaining structures, Dissertation, Purdue University West Lafayette.
  5. Coulomb, C. A. (1776), Essai sur une application des regles des maximis et minimis a quelques problemes de statique relatifs a l'architecture, Memoires de l'Academie Royale pres Divers Savants 7.
  6. Dubrova G. A. (1963), Interaction of Soil and Structures, Izd. Rechnoy Transport, Moscow.
  7. Elms, D. G. and Richards, S. R. (1991), Comparison of limit state seismic earth pressure theories, Proceeding of 2nd International conference on Recent advances in Geotech Earthquake Engineering and Soil Dynamics, March 11-15, St. Louis, Missouri, No. 4.9, pp. 629-634.
  8. Green, R. A., Olgun, C. G. and Cameron, W. I. (2008), Response and modeling of cantilever retaining walls subjected to seismic motions, Journal of Computer-Aided Civil and Infrastructure Engineering, Vol. 23, pp. 309-322. https://doi.org/10.1111/j.1467-8667.2007.00538.x
  9. Heibaum, M. H. (1999), Coastal scour stabilization using granular filter in geosynthetic nonwoven containers, Geotextiles and Geomembranes, Vol. 17, No. 5, pp. 341-352. https://doi.org/10.1016/S0266-1144(99)00008-4
  10. Jaky, J. (1948), Pressure in soils, Proceedings of the 2nd International Conference on Soil Mechanics and Foundation Engineering, Rotterdam, 21-30 June, Vol. 1, pp. 103-107.
  11. Jung, C., Bobet, A. and Femandez, G. (2010), Analytical solution of the response of a flexible retaining structure with an elastic backfill, Journal of Numerical and Analytical Methods in Geomechanics, Vol. 34, pp. 1387-1408. https://doi.org/10.1002/nag.873
  12. Kim, S. R., Kwon, O. S. and Kim, M. M. (2003), Modeling of force components acting on quay walls during earthquakes, Journal of Korean Geotechnical Society, Vol. 19, No. 2, pp. 107-121 (In Korean).
  13. Mononobe N. and Matsuo O. (1929), On the determination of earth pressure during earthquakes, Proceeding of the World Engineering Congress, Vol. 9, Tokyo, Japan, pp. 179-187.
  14. Nakamura, S. (2006), Re-examination of Mononobe-Okabe theory of gravity retaining walls using centrifuge model tests, Soils and Foundations, Vol. 46, No. 2, pp. 135-146. https://doi.org/10.3208/sandf.46.135
  15. Richards, R. and Elms, D. G. (1979), Seismic behaviour of gravity retaining walls, Journal of Geotechnical Engineering, ASCE 105(GT4), pp. 449-464.
  16. Seed, H. B. and Whitman, R. V. (1970), Design of earth retaining structures for dynamic loads, Proceedings of the Specialty Conference on Lateral Stresses in the Ground and Design of Earth Retaining Structures, ASCE. Cornell Univ., Ithaca, New York, pp. 103-147.
  17. Sherif, M. A., Ishibashi, I. and Lee, C. D. (1982), Earth pressures against rigid retaining walls, Journal of Geotechnical Engineering, ASCE 108, pp. 679-695.
  18. Shin, E. C., Park, K. W., Shin, H. S. and Ham, K. W. (2017), Behavior of full scaled geobag retaining wall structure by field pilot test, Journal of Korea Geosynthetics Society, Vol. 16, No. 4, pp. 21-31 (In Korean). https://doi.org/10.12814/jkgss.2017.16.4.021
  19. Yoon, S. J., Kim, S. R., Hwang, J. I. and Kim, M. M. (2005), Variation of dynamic earth pressure due to sliding of retaining walls, Journal of Korean Geotechnical Society, Vol. 21, No. 8, pp. 55-61 (In Korean).