Geomechanics and Engineering

  • 제13권4호
  • /
  • Pages.653-669
  • /
  • 2017
  • /
  • 2005-307X(pISSN)
  • /
  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Investigation of the effect of surcharge on behavior of soil slopes

  • 투고 : 2016.02.16
  • 심사 : 2017.04.08
  • 발행 : 2017.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

By increase in the population and consequently constructions, new structures may be built in vicinity of the soil slopes. Such structures can be regarded as an extra surcharge on the slopes. The intensity and location of the surcharge affects the displacements of the slopes. Few researchers have studied the effect of surcharge on displacements of soil slopes. In this research, using limit analysis method and upper bound theory with non-associated flow rule, displacements of soil slopes in vicinity of a surcharge has been estimated. The authors have improved the technique previously proposed by them and a new formulation is suggested for calculating the permanent displacements of the soil slope in presence of a surcharge for two failure modes, rotational and transitional. A comparison has also been made between the two mentioned modes for various conditions of surcharge and slope. The conditions resulting in the rotational mode to be more critical than the transitional mode have been investigated. Also, the effects of surcharge's intensity, location of surcharge as well as the soil properties have been investigated.

키워드

참고문헌

  1. Aminpoor, M.M. and Ghanbari, A. (2014), "Design charts for yield acceleration and seismic displacement of retaining walls with surcharge through limit analysis", Struct. Eng. Mech., 52(6), 1225-1256. https://doi.org/10.12989/sem.2014.52.6.1225
  2. Ausilio, E., Conte, E. and Dente, G. (2000), "Seismic stability analysis of reinforced slopes", Soil Dyn. Earthq. Eng., 19(3), 159-172. https://doi.org/10.1016/S0267-7261(00)00005-1
  3. Askari, F. and Farzaneh, O. (2003), "Upper-bound solution for seismic bearing capacity of shallow foundations near slopes", Geotechniq., 53(8), 697-702. https://doi.org/10.1680/geot.2003.53.8.697
  4. Bathurst, R.J., Nernheim, A., Walters, D.L., Allen, T.M., Burgess, P. and Saunders, D.D. (2009), "Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls", Geosynth. Int., 16(1), 43-59. https://doi.org/10.1680/gein.2009.16.1.43
  5. Bathurst, R.J., Hatami, K. and Alfaro, M.C. (2012), Geosynthetic Reinforced Soil Walls and Slopes-Seismic Aspects, Handbook of Geosynthetic Engineering, ICE Publishing, London, U.K.
  6. Cai, Z. and Bathurst, R.J. (1996), "Seismic induced permanent displacement of geosynthetic reinforced segmental retaining walls", Can. Geotech. J., 33(6), 937-955. https://doi.org/10.1139/t96-123
  7. Caltabiano, S., Cascone, E. and Maugeri, M. (2005), "A procedure for seismic design of retaining walls, seismic prevention of damage: A case study in a mediterranean city", WIT Trans. State Art Sci. Eng., 8, 263-277.
  8. Caltabiano, S., Cascone, E. and Maugeri, M. (2012), "Static and seismic limit equilibrium analysis of sliding retaining walls under different surcharge conditions", Soil Dyn. Earthq. Eng., 37, 38-55. https://doi.org/10.1016/j.soildyn.2012.01.015
  9. Chen, W.F. (2008), Limit Analysis and Soil Plasticity, J. Ross Pub.
  10. Crespellani, T., Madai, C. and Vannucchi, G. (1998), "Earthquake destructiveness potential factor and slope stability", Geotechniq., 48(3), 411-419. https://doi.org/10.1680/geot.1998.48.3.411
  11. Davis, E.H. (1968), Theories of Plasticity and Failure of Soil Masses. In Soil Mechanics: Selected Topics, Elsevier, New York, U.S.A.
  12. El-Emam, M.M. and Bathurst, R.J. (2005), "Facing contribution to seismic response of reduced-scale reinforced soil walls", Geosynth. Int., 12(3), 215-238. https://doi.org/10.1680/gein.2005.12.5.215
  13. El-Emam, M.M. and Bathurst, R.J. (2007), "Influence of reinforcement parameters on the seismic response of reduced-scale reinforced soil retaining walls", Geotext. Geomembr., 25(1), 33-49. https://doi.org/10.1016/j.geotexmem.2006.09.001
  14. Fei, Z., Yufeng, G., Yongxin, W., Ning, Z. and Yue, Q. (2016), "Effects of vertical seismic acceleration on 3D slope stability," Earthq. Eng. Eng. Vibr., 15(3), 487-494. https://doi.org/10.1007/s11803-016-0338-9
  15. Ghanbari, A. and Taheri, M. (2012), "An analytical method for calculating active earth pressure in reinforced retaining walls subject to a line surcharge", Geotext. Geomembr., 34, 1-10. https://doi.org/10.1016/j.geotexmem.2012.02.009
  16. Ghanbari, A., Khalilpasha, A., Sabermahani, M. and Heydari, B. (2013), "An analytical technique for estimation of seismic displacements in reinforced slopes based on horizontal slices method (HSM)", Geomech. Eng., 5(2),143-164. https://doi.org/10.12989/gae.2013.5.2.143
  17. Huang, C.C. and Wang, W.C. (2005), "Seismic displacement charts for the performance-based assessment of reinforced soil walls", Geosynth. Int., 12(4), 176-190. https://doi.org/10.1680/gein.2005.12.4.176
  18. Huang, C.C. and Wu, S.H. (2006), "Simplified approach for assessing seismic displacements of soilretaining walls. Part I: Geosynthetic reinforced modular block walls", Geosynth. Int., 13(6), 219-233. https://doi.org/10.1680/gein.2006.13.6.219
  19. Huang, C.C. and Wu, S.H. (2007), "Simplified approach for assessing seismic displacements of soilretaining walls. Part II: Geosynthetic-reinforced walls with rigid panel facing", Geosynth. Int., 14(5), 264-276. https://doi.org/10.1680/gein.2007.14.5.264
  20. Huang, C.C., Horng, J.C. and Charng, J.J. (2008), "Seismic stability of reinforced slopes: Effects of reinforcement properties and facing rigidity", Geosynth. Int., 15(2), 107-118. https://doi.org/10.1680/gein.2008.15.2.107
  21. Huang, C.C. and Wu, H.J. (2009), "Seismic displacement analyses for a reinforced soil wall considering progressive development of reinforcement force", Geosynth. Int., 16(3), 222-234. https://doi.org/10.1680/gein.2009.16.3.222
  22. Huang, C.C. and Luo, W.M. (2010), "Behavior of cantilever and geosynthetic-reinforced walls on deformable foundations", Geotext. Geomembr., 28(5), 448-459. https://doi.org/10.1016/j.geotexmem.2009.12.008
  23. Huang, C.C., Horng, J.C., Chang, W.J. and Chiou, J.S. (2011), "Dynamic behavior of reinforced walls-Horizontal displacement response", Geotext. Geomembr., 29(3), 257-267. https://doi.org/10.1016/j.geotexmem.2010.11.006
  24. Krishna, A.M. and Latha, G.M. (2009), "Seismic behaviour of rigid-faced reinforced soil retaining wall models: reinforcement effect", Geosynth. Int., 16(5), 364-373. https://doi.org/10.1680/gein.2009.16.5.364
  25. Lee, K.Z.Z., Chang, N.Y. and Ko, H.Y. (2010), "Numerical simulation of geosynthetic-reinforced soil walls under seismic shaking", Geotext. Geomembr., 28(4), 317-334. https://doi.org/10.1016/j.geotexmem.2009.09.008
  26. Liang, T., Shengyi, C., Xianzhang, L. and Nengpan, J. (2017), "The boundary conditions for simulations of ashake-table experiment on the seismic response of 3D slope," Earthq. Eng. Eng. Vibr., 16(1), 23-32. https://doi.org/10.1007/s11803-016-0363-8
  27. Liu, H. (2009), "Analyzing the reinforcement loads of geosynthetic-reinforced soil walls subject to seismic loading during the service life", J. Perform. Constr. Fac., 23(5), 292-302. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000041
  28. Liu, H., Wang, X. and Song, E. (2011), "Reinforcement load and deformation mode of geosyntheticreinforced soil walls subject to seismic loading during service life", Geotext. Geomembr., 29(1), 1-16. https://doi.org/10.1016/j.geotexmem.2010.06.003
  29. Michalowski, R.L. (1998), "Limit analysis in stability calculations of reinforced soil structures", Geotext. Geomembr., 16(6), 311-331. https://doi.org/10.1016/S0266-1144(98)00015-6
  30. Michalowski, R.L. and You, L. (2000), "Displacements of reinforced slopes subjected to seismic loads", J. Geotech. Geoenviron. Eng., 126(8), 685-694. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:8(685)
  31. Michalowski, R.L. (2007), "Displacement of multiblock geotechnical structures subjected to seismic excitation", J. Geotech. Geoenviron. Eng., 133(11), 1432-1439. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:11(1432)
  32. Mojallal, M. and Ghanbari, A. (2012), "Prediction of seismic displacements in gravity retaining walls based on limit analysis approach", Struct. Eng. Mech., 42(2), 247-267. https://doi.org/10.12989/sem.2012.42.2.247
  33. Mojallal, M., Ghanbari, A. and Askari, F. (2012), "A new analytical method for calculating seismic displacements in reinforced retaining walls", Geosynth. Int., 19(3), 212-231. https://doi.org/10.1680/gein.2012.12.00010
  34. Madhavi Latha, G. and Murali Krishna, A. (2008), "Seismic response of reinforced soil retaining wall models: Influence of backfill relative density", Geotext. Geomembr., 26(4), 335-349. https://doi.org/10.1016/j.geotexmem.2007.11.001
  35. Sloan, S.W. (2013), "Geotechnical stability analysis", Geotechniq., 63(7), 531-572. https://doi.org/10.1680/geot.12.RL.001
  36. Srilatha, N., Madhavi Latha, G. and Puttappa, C.G. (2013), "Effect of frequency on seismic response of reinforced soil slopes in shaking table tests", Geotext. Geomembr., 36, 27-32. https://doi.org/10.1016/j.geotexmem.2012.10.004
  37. Tatsuoka, F., Hirakawa, D., Nojiri, M., Aizawa, H., Nishikiori, H., Soma, R., Tateyama, M. and Watanabe, K. (2009), "A new type of integral bridge comprising geosynthetic-reinforced soil walls", Geosynth. Int., 16(4), 301-326. https://doi.org/10.1680/gein.2009.16.4.301
  38. Varzaghani, M I. and Ghanbari, A. (2014), "A new analytical model to determine dynamic displacement of foundations adjacent to slope", Geomech. Eng., 6(6), 103-121.
  39. Yang, G., Zhang, B., Lv, P. and Zhou, Q. (2009), "Behaviour of geogrid reinforced soil retaining wall with concrete-rigid facing", Geotext. Geomembr., 27(5), 350-356. https://doi.org/10.1016/j.geotexmem.2009.03.001
  40. Yu, S.B., Merifield, R.S., Lyamin, A.V. and Fu, X.D. (2014), "Kinematic limit analysis of pullout capacity for plate anchors in sandy slopes", Struct. Eng. Mech., 51(4), 565-579. https://doi.org/10.12989/sem.2014.51.4.565
  41. Zhang, G., Tan, J., Zhang, L. and Xiang, Y. (2016), "Limit analysis of 3D rock slope stability with nonlinear failure criterion", Geomech. Eng., 10(1), 59-76. https://doi.org/10.12989/gae.2016.10.1.059

피인용 문헌

  1. Predicting seismic permanent displacement of soil walls under surcharge based on limit analysis approach vol.17, pp.4, 2018, https://doi.org/10.1007/s11803-018-0473-6
  2. Investigation on the Stability of Fissured Slopes Reinforced with Anchor Cables under Seismic Action vol.2021, pp.None, 2017, https://doi.org/10.1155/2021/9262138
  3. Modified pseudo-dynamic analysis of rigid gravity retaining wall with cohesion-less backfill and uniform surcharge vol.26, pp.5, 2017, https://doi.org/10.12989/gae.2021.26.5.453