268
Views
8
CrossRef citations to date
0
Altmetric
Original Articles

Three-dimensional stability of locally loaded geocell-reinforced slopes by strength reduction method

& ORCID Icon
Pages 185-201 | Received 12 Jul 2018, Accepted 01 Feb 2019, Published online: 21 Feb 2019

References

  • Ahmed, A., Ugai, K., and Yang, Q.Q., 2012. Assessment of 3D slope stability analysis methods based on 3D simplified Janbu and Hovland methods. International Journal of Geomechanics, 12 (2), 81–89. doi:10.1061/(ASCE)GM.1943-5622.0000117
  • Arvin, M.R. and Beigi, Z., 2018. A design scheme for geocell-reinforced foundations based on the lower bound limit analysis method. Computers and Geotechnics, 97, 69–77. doi:10.1016/j.compgeo.2018.01.001
  • Bathurst, R.J. and Karpurapu, R., 1993. Large-scale triaxial compression testing of geocell-reinforced granular soils. Geotechnical Testing Journal, 16, 296–303.
  • Biswas, A. and Krishna, A.M., 2017. Geocell-Reinforced foundation systems: a critical review. International Journal of Geosynthetics and Ground Engineering, 3 (2), 17. doi:10.1007/s40891-017-0093-7
  • Bush, D.I., Jenner, C.G., and Bassett, R.H., 1990. The design and construction of geocell foundation mattresses supporting embankments over soft grounds. Geotextiles and Geomembranes, 9 (1), 83–98. doi:10.1016/0266-1144(90)90006-X
  • Chen, R.H. and Chiu, Y.M., 2008. Model tests of geocell retaining structures. Geotextiles and Geomembranes, 26 (1), 56–70. doi:10.1016/j.geotexmem.2007.03.001
  • Chen, Z., et al., 2003. A simplified method for 3D slope stability analysis. Canadian Geotechnical Journal, 40 (3), 675–683. doi:10.1139/t03-002
  • Cheng, Y.M., Lansivaara, T., and Wei, W.B., 2007. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Computers and Geotechnics, 34 (3), 137–150. doi:10.1016/j.compgeo.2006.10.011
  • Cheng, Y.M. and Yip, C.J., 2007. Three-dimensional asymmetrical slope stability analysis extension of Bishop’s, Janbu’s, and Morgenstern–price’s techniques. Journal of Geotechnical and Geoenvironmental Engineering, 133 (12), 1544–1555. doi:10.1061/(ASCE)1090-0241(2007)133:12(1544)
  • Dash, S.K., Krishnaswamy, N.R., and Rajagopal, K., 2001. Bearing capacity of strip footings supported on geocell-reinforced sand. Geotextiles and Geomembranes, 19, 235–256. doi:10.1016/S0266-1144(01)00006-1
  • Dash, S.K., Rajagopal, K., and Krishnaswamy, N.R., 2004. Performance of different geosynthetic reinforcement materials in sand foundations. Geosynthetics International, 11 (1), 35–42. doi:10.1680/gein.2004.11.1.35
  • Dash, S.K., Rajagopal, K., and Krishnaswamy, N.R., 2007. Behaviour of geocell-reinforced sand beds under strip loading. Canadian Geotechnical Journal, 44 (7), 905–916. doi:10.1139/t07-035
  • Dash, S.K., Sireesh, S., and Sitharam, T.G., 2003a. Behaviour of geocell-reinforced sand beds under circular footing. Proceedings of the Institution of Civil Engineers-Ground Improvement, 7 (3), 111–115.
  • Dash, S.K., Sireesh, S., and Sitharam, T.G., 2003b. Model studies on circular footing supported on geocell reinforced sand underlain by soft clay. Geotextiles and Geomembranes, 21 (4), 197–219. doi:10.1016/S0266-1144(03)00017-7
  • Deng, J.H., et al., 2007. Three-dimensional stability evaluation of a preexisting landslide with multiple sliding directions by the strength-reduction technique. Canadian Geotechnical Journal, 44 (3), 343–354. doi:10.1139/t06-115
  • Donald, I.B. and Giam, S.K., 1988. Application of the nodal displacement method to slope stability analysis. In Fifth Australia-New Zealand conference on geomechanics: prediction versus performance; Preprints of papers. Australia: Institution of Engineers, 456.doi:10.3168/jds.S0022-0302(88)79586-7
  • Faheem, H., et al., 2003. Two-dimensional base stability of excavations in soft soils using FEM. Computers and Geotechnics, 30 (2), 141–163. doi:10.1016/S0266-352X(02)00061-7
  • Griffiths, D.V. and Lane, P.A., 1999. Slope stability analysis by finite elements. Geotechnique, 49 (3), 387–403. doi:10.1680/geot.1999.49.3.387
  • Griffiths, D.V. and Lu, N., 2005. Unsaturated slope stability analysis with steady infiltration or evaporation using elasto‐plastic finite elements. International Journal for Numerical and Analytical Methods in Geomechanics, 29 (3), 249–267. doi:10.1002/(ISSN)1096-9853
  • Griffiths, D.V. and Marquez, R.M., 2007. Three-dimensional slope stability analysis by elasto-plastic finite elements. Geotechnique, 57 (6), 537–546. doi:10.1680/geot.2007.57.6.537
  • Hegde, A., 2017. Geocell reinforced foundation beds-past findings, present trends and future prospects: A state-of-the-art review. Construction and Building Materials, 154, 658–674. doi:10.1016/j.conbuildmat.2017.07.230
  • Hegde, A.M. and Sitharam, T.G., 2015. Effect of infill materials on the performance of geocell reinforced soft clay beds. Geomechanics and Geoengineering, 10 (3), 163–173. doi:10.1080/17486025.2014.921334
  • Henkel, D.J. and Gilbert, G.D., 1952. The effect measured of the rubber membrane on the triaxial compression strength of clay samples. Geotechnique, 3 (1), 20–29. doi:10.1680/geot.1952.3.1.20
  • Hungr, O., 1987. An extension of Bishop’s simplified method of slope stability analysis to three dimensions. Geotechnique, 37 (1), 113–117. doi:10.1680/geot.1987.37.1.113
  • Itasca, 2005. F.D., Fast Lagrangian Analysis of Continua in 3 Dimensions. Version 3.0, User's Manual. Minneapolis. Minnesota, MN: Itasca Consulting Group.
  • Lam, L. and Fredlund, D.G., 1993. A general limit equilibrium model for three-dimensional slope stability analysis. Canadian Geotechnical Journal, 30 (6), 905–919. doi:10.1139/t93-089
  • Latha, G.M., Dash, S.K., and Rajagopal, K., 2008. Equivalent continuum simulations of geocell reinforced sand beds supporting strip footings. Geotechnical and Geological Engineering, 26 (4), 387. doi:10.1007/s10706-008-9176-5
  • Leshchinsky, B. and Ling, H., 2013a. Effects of geocell confinement on strength and deformation behavior of gravel. Journal of Geotechnical and Geoenvironmental Engineering, 139 (2), 340–352. doi:10.1061/(ASCE)GT.1943-5606.0000757
  • Leshchinsky, B. and Ling, H.I., 2013b. Numerical modeling of behavior of railway ballasted structure with geocell confinement. Geotextiles and Geomembranes, 36, 33–43. doi:10.1016/j.geotexmem.2012.10.006
  • Lin, H., Xiong, W., and Cao, P., 2013. Stability of soil nailed slope using strength reduction method. European Journal of Environmental and Civil Engineering, 17 (9), 872–885. doi:10.1080/19648189.2013.828658
  • Madhavi Latha, G. and Rajagopal, K., 2007. Parametric finite element analyses of geocell-supported embankments. Canadian Geotechnical Journal, 44 (8), 917–927. doi:10.1139/T07-039
  • Madhavi Latha, G., Rajagopal, K., and Krishnaswamy, N.R., 2006. Experimental and theoretical investigations on geocell-supported embankments. International Journal of Geomechanics, 6 (1), 30–35. doi:10.1061/(ASCE)1532-3641(2006)6:1(30)
  • Mandal, J.N. and Gupta, P., 1994. Stability of geocell-reinforced soil. Construction and Building Materials, 8 (1), 55–62. doi:10.1016/0950-0618(94)90009-4
  • Manzari, M.T. and Nour, M.A., 2000. Significance of soil dilatancy in slope stability analysis. Journal of Geotechnical and Geoenvironmental Engineering, 126 (1), 75–80. doi:10.1061/(ASCE)1090-0241(2000)126:1(75)
  • Matsui, T. and San, K.C., 1992. Finite element slope stability analysis by shear strength reduction technique. Soils and Foundations, 32 (1), 59–70. doi:10.3208/sandf1972.32.59
  • Mehdipour, I., Ghazavi, M., and Moayed, R.Z., 2013. Numerical study on stability analysis of geocell reinforced slopes by considering the bending effect. Geotextiles and Geomembranes, 37, 23–34. doi:10.1016/j.geotexmem.2013.01.001
  • Mehdipour, I., Ghazavi, M., and Ziaie Moayed, R., 2017. Stability analysis of geocell-reinforced slopes using the limit equilibrium horizontal slice method. International Journal of Geomechanics, 17 (9), 06017007. doi:10.1061/(ASCE)GM.1943-5622.0000935
  • Oliaei, M. and Kouzegaran, S., 2017. Efficiency of cellular geosynthetics for foundation reinforcement. Geotextiles and Geomembranes, 45 (2), 11–22. doi:10.1016/j.geotexmem.2016.11.001
  • Pokharel, S.K., et al., 2010. Investigation of factors influencing behavior of single geocell-reinforced bases under static loading. Geotextiles and Geomembranes, 28 (6), 570–578. doi:10.1016/j.geotexmem.2010.06.002
  • Rawat, S. and Gupta, A.K., 2016. Analysis of a nailed soil slope using limit equilibrium and finite element methods. International Journal of Geosynthetics and Ground Engineering, 2 (4), 34. doi:10.1007/s40891-016-0076-0
  • Sireesh, S., Sitharam, T.G., and Dash, S.K., 2009. Bearing capacity of circular footing on geocell–sand mattress overlying clay bed with void. Geotextiles and Geomembranes, 27 (2), 89–98. doi:10.1016/j.geotexmem.2008.09.005
  • Sitharam, T.G. and Hegde, A., 2013. Design and construction of geocell foundation to support the embankment on settled red mud. Geotextiles and Geomembranes, 41, 55–63. doi:10.1016/j.geotexmem.2013.08.005
  • Sitharam, T.G., Sireesh, S., and Dash, S.K., 2005. Model studies of a circular footing supported on geocell-reinforced clay. Canadian Geotechnical Journal, 42 (2), 693–703. doi:10.1139/t04-117
  • Song, E., 1997. Finite element analysis of safety factor for soil structures. Chinese Journal of Geotechnical Engineering, 19 (2), 1–7.
  • Song, F., et al., 2017. Stability analysis of geocell-reinforced retaining walls. Geosynthetics International, 24 (5), 442–450. doi:10.1680/jgein.17.00013
  • Tafreshi, S.M. and Dawson, A.R., 2012. A comparison of static and cyclic loading responses of foundations on geocell-reinforced sand. Geotextiles and Geomembranes, 32, 55–68. doi:10.1016/j.geotexmem.2011.12.003
  • Tschuchnigg, F., Schweiger, H.F., and Sloan, S.W., 2015. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: numerical studies considering non-associated plasticity. Computers and Geotechnics, 70, 169–177. doi:10.1016/j.compgeo.2015.06.018
  • Ugai, K. and Leshchinsky, D.O.V., 1995. Three-dimensional limit equilibrium and finite element analyses: a comparison of results. Soils and Foundations, 35 (4), 1–7. doi:10.3208/sandf.35.4_1
  • Wei, W.B. and Cheng, Y.M., 2009. Strength reduction analysis for slope reinforced with one row of piles. Computers and Geotechnics, 36 (7), 1176–1185. doi:10.1016/j.compgeo.2009.05.004
  • Wei, W.B. and Cheng, Y.M., 2010. Soil nailed slope by strength reduction and limit equilibrium methods. Computers and Geotechnics, 37 (5), 602–618. doi:10.1016/j.compgeo.2010.03.008
  • Wei, W.B., Cheng, Y.M., and Li, L., 2009. Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods. Computers and Geotechnics, 36 (1), 70–80. doi:10.1016/j.compgeo.2008.03.003
  • Xie, Y. and Yang, X., 2009. Characteristics of a new-type geocell flexible retaining wall. Journal of Materials in Civil Engineering, 21 (4), 171–175. doi:10.1061/(ASCE)0899-1561(2009)21:4(171)
  • Zhang, F., et al., 2014. Required unfactored strength of geosynthetics in reinforced 3D slopes. Geotextiles and Geomembranes, 42 (6), 576–585. doi:10.1016/j.geotexmem.2014.10.006
  • Zhang, L., et al., 2010. Bearing capacity of geocell reinforcement in embankment engineering. Geotextiles and Geomembranes, 28 (5), 475–482. doi:10.1016/j.geotexmem.2009.12.011
  • Zienkiewicz, O.C., Humpheson, C., and Lewis, R.W., 1975. Associated and non-associated visco-plasticity and plasticity in soil mechanics. Geotechnique, 25 (4), 671–689. doi:10.1680/geot.1975.25.4.671

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.