1 |
Abdelaziz, A., Hafez, D. and Hussein, A. (2017), "The effect of pile parameters on the factor of safety of piled- slopes using 3D numerical analysis", HRBC J., 13(3), 277-285. https://doi.org/10.1016/j.hbrcj.2015.06.002.
|
2 |
Ausilio, E., Conte, E. and Dente, G. (2001), "Stability analysis of slopes with piles", Comput. Geotech., 28(8), 591-611. https://doi.org/10.1016/S0266-352X(01)00013-1.
DOI
|
3 |
Fenu, L., Briseghella, B. and Marano, G.C. (2018), "Optimum shape and length of laterally loaded piles", Struct. Eng. Mech., 68(1), 121-130. http://doi.org/10.12989/sem.2018.68.1.121.
DOI
|
4 |
Griffiths, D.V. and Lane, P.A. (1999), "Slope stability analysis by finite elements", Geotechnique, 49(3), 387-403. https://doi.org/10.1680/geot.1999.49.3.387.
DOI
|
5 |
Jeong, S., Kim B., Won, J. and Lee J.Y. (2003), "Uncoupled analysis of stabilizing piles in weathered slopes", Comput. Geotech., 30(8),671-682. https://doi.org/10.1016/j.compgeo.2003.07.002.
DOI
|
6 |
Jiang, S., Du, C. and Sun, L. (2018), "Numerical analysis of sheet pile wall structure considering soil-structure interaction", Geomech. Eng., 16(3), 309-320. http://doi.org/10.12989/gae.2018.16.3.309.
DOI
|
7 |
Nian, T.K., Chen, G.Q., Luan, M.T., Yang, Q. and Zheng, D.F. (2008), "Limit analysis of the stability of slopes reinforced with piles against landslide in nonhomogeneous and anisotropic soils", Can. Geotech. J., 45(4), 1092-1103. https://doi.org/10.1139/T08-042.
DOI
|
8 |
Kahyaoglu, M.R., Imancli, G., Onal, O. and Kayalar, A.S. (2012), "Numerical analyses of piles subjected to lateral soil movement", KSCE Civ. Eng. J., 16(4), 562-570. https://doi.org/10.1007/s12205-012-1354-6.
DOI
|
9 |
Li, X., He, S., Luo, Y. and Wu, Y. (2011), "Numerical studies of the position of piles in slope stabilization", Geomech. Geoeng., 6(3), 209-215. https://doi.org/10.1080/17486025.2011.578668.
DOI
|
10 |
Munawir, A., Dewi, S.M., Zaika, Y. and Soehardjono, A. (2013), "Bearing capacity on slope modelling with composite bamboo pile reinforcement", Int. J. Eng. Adv. Technol., 2(5), 114-118.
|
11 |
Won, J., You, K., Jeong, S. and Kim, S. (2005), "Coupled effects in stability analysis of pile-slope systems", Comput. Geotech., 32(4), 304-315. https://doi.org/ 10.1016/j.compgeo.2005.02.006.
DOI
|
12 |
Tran, A.T., Kim, A.R. and Cho, G.C. (2019), "Numerical modeling on the stability of slope with foundation during rainfall", Geomech. Eng., 17(1), 109-118. http://doi.org/10.12989/gae.2019.17.1.109.
DOI
|
13 |
Ugai, K. and Leshchinsky, D. (1995), "Three-dimensional limit equilibrium and finite element analysis: A comparison of results", Soils Found., 35(4), 1-7. https://doi.org/10.15866/irece.v8i1.11147.
DOI
|
14 |
Wei, W.B. and Cheng, Y.M. (2009), "Strength reduction analysis for slope reinforced with one row of piles", Comput. Geotech., 36(7), 1176-1185. https://doi.org/10.1016/j.compgeo.2009.05.004.
DOI
|
15 |
Wu, J.J., Cheng, Q.G., Liang, X. and Cao, J.L. (2014), "Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles", Front. Struct. Civ. Eng., 8(3), 252-259. https://doi.org/10.1007/s11709-014-0260-z.
DOI
|
16 |
Yang, S., Ren, X. and Zhang, J. (2011), "Study on embedded length of piles for slope reinforced with one row of piles", J. Rock Mech. Geotech. Eng., 3(2), 167-178. https://doi.org/10.3724/sp.j.1235.2011.00167.
DOI
|
17 |
Xu, J., Li, Y. and Yang, X. (2018), "Stability charts and reinforcement with PILEs in 3D nonhomogeneous and anisotropic soil slope", Geomech. Eng., 14(1),71-81. http://doi.org/10.12989/gae.2018.14.1.071.
DOI
|