1 |
Galli, A. and di Prisco, C. (2012), "Displacement-based design procedure for slope-stabilizing piles", Can. Geotech. J., 50(1), 41-53.
DOI
|
2 |
Griffiths, D. and Lane, P. (1999), "Slope stability analysis by finite elements", Geotechnique, 49(3), 387-403.
DOI
|
3 |
Haigh, S.K. and Gopal Madabhushi, S. (2011), "Centrifuge modelling of pile-soil interaction in liquefiable slopes", Geomech. Eng., Int. J., 3(1), 1-16.
DOI
|
4 |
Ho, I.-H. (2014), "Numerical study of slope-stabilizing piles in undrained clayey slopes with a weak thin layer", Int. J. Geomech., 06014025-1-12.
|
5 |
Ito, T. and Matsui, T. (1975), "Methods to estimate lateral force acting on stabilizing piles", Soils Found., 15(4), 43-59.
DOI
|
6 |
Ito, T., Matsui, T. and Hong, W.P. (1982), "Extended design method for multi-row stabilizing piles against landslide", Soils Found., 22(1), 1-13.
DOI
|
7 |
Kanagasabai, S., Smethurst, J. and Powrie, W. (2011), "Three-dimensional numerical modelling of discrete piles used to stabilize landslides", Can. Geotech. J., 48(9), 1393-1411.
DOI
|
8 |
Keawsawasvong, S. and Ukritchon, B. (2017), "Undrained limiting pressure behind soil gaps in contiguous pile walls", Comput. Geotech., 83, 152-158.
DOI
|
9 |
Khosravi, M.H. (2012), Arching Effect in Geomaterials with Applications to Retaining Walls and Undercut Slopes, Doctor of Philosophy, Tokyo Institute of Technology.
|
10 |
Chen, W.F. (1975), Limit Analysis and Soil Plasticity, Elsevier Amsterdam, Netherlands.
|
11 |
Khosravi, M.H., Pipatpongsa, T., Takahashi, A. and Takemura, J. (2011), "Arch action over an excavated pit on a stable scarp investigated by physical model tests", Soils Found., 51(4), 723-735.
DOI
|
12 |
Khosravi, M.H., Tang, L., Pipatpongsa, T., Takemura, J. and Doncommul, P. (2012), "Performance of counterweight balance on stability of undercut slope evaluated by physical modeling", Int. J. Geotech. Eng., 6(2), 193-205.
DOI
|
13 |
Kourkoulis, R., Gelagoti, F., Anastasopoulos, I. and Gazetas, G. (2011), "Slope stabilizing piles and pilegroups, parametric study and design insights", J. Geotech. Geoenviron. Eng., 137(7), 663-677.
DOI
|
14 |
Kourkoulis, R., Gelagoti, F., Anastasopoulos, I. and Gazetas, G. (2012), "Hybrid method for analysis and design of slope stabilizing piles", J. Geotech. Geoenviron. Eng., 138(1), 1-14.
DOI
|
15 |
Li, L. and Liang, R.Y. (2014), "Limit equilibrium based design approach for slope stabilization using multiple rows of drilled shafts", Comput. Geotech., 59, 67-74.
DOI
|
16 |
Li, A.J., Merifield, R. and Lyamin, A. (2009), "Limit analysis solutions for three dimensional undrained slopes", Comput. Geotech., 36(8), 1330-1351.
DOI
|
17 |
Li, A.J., Merifield, R. and Lyamin, A. (2010), "Three-dimensional stability charts for slopes based on limit analysis methods", Can. Geotech. J., 47(12), 1316-1334.
DOI
|
18 |
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.
DOI
|
19 |
Liang, R.Y., Joorabchi, A.E. and Li, L. (2014), "Analysis and design method for slope stabilization using a row of drilled shafts", J. Geotech. Geoenviron. Eng., 140(5), 04014001.
DOI
|
20 |
Madhav, M.R., Sharma, J. and Sivakumar, V. (2009), "Settlement of and load distribution in a granular piled raft", Geomech. Eng., Int. J., 1(1), 97-112.
DOI
|
21 |
Qian, Z.Z., Lu, X.L., Yang, W.Z. and Cui, Q. (2014), "Behaviour of micropiles in collapsible loess under tension or compression load", Geomech. Eng., Int. J., 7(5), 477-493.
DOI
|
22 |
Nakanishi, K. and Takewaki, I. (2013), "Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm", Geomech. Eng., Int. J., 5(6), 519-540.
DOI
|
23 |
Ouch, R., Ukritchon, B. and Pipatpongsa, T. (2016), "Stability of soil block on low interface friction plane with and without side supports", Eng. J., 20(2), 123-145.
|
24 |
Pipatpongsa, T., Khosravi, M. and Takemura, J. (2013), "Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand", Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering (ICSMGE18), Paris, France, September.
|
25 |
Poulos, H.G. (1995), "Design of reinforcing piles to increase slope stability", Can. Geotech. J., 32(5), 808-818.
DOI
|
26 |
Pradel, D., Garner, J. and Kwok, A.O.L. (2010), "Design of drilled shafts to enhance slope stability", Geotechnical Special Publication, 384(208 GSP), 920-927.
|
27 |
Sloan, S.W. (2013), "Geotechnical stability analysis", Geotechnique, 63(7), 531-572.
DOI
|
28 |
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.
DOI
|
29 |
Wu, Y., Yamamoto, H. and Yao, Y. (2013), "Numerical study on bearing behavior of pile considering sand particle crushing", Geomech. Eng., Int. J., 5(3), 241-261.
DOI
|
30 |
Yu, H., Salgado, R., Sloan, S.W. and Kim, J. (1998), "Limit analysis versus limit equilibrium for slope stability", J. Geotech. Geoenviron. Eng., 124(1), 1-11.
DOI
|
31 |
Fatahi, B., Basack, S., Ryan, P., Zhou, W.-H. and Khabbaz, H. (2014), "Performance of laterally loaded piles considering soil and interface parameters", Geomech. Eng., Int. J., 7(5), 495-524.
DOI
|
32 |
Zhang, G., Tan, J., Zhang, L. and Xiang, Y. (2015), "Linear regression analysis for factors influencing displacement of high-filled embankment slopes", Geomech. Eng. Int. J., 8(4), 511-521.
DOI
|
33 |
Zhou, C., Shao W. and Westen, C.J.V. (2014), "Comparing two methods to estimate lateral force acting on stabilizing piles for a landslide in the Three Gorges Reservoir, China", Eng. Geol., 173, 41-53.
DOI
|
34 |
Ausilio, E., Conte, E. and Dente, G. (2001), "Stability analysis of slopes reinforced with piles", Comput. Geotech., 28(8), 591-611.
DOI
|
35 |
Brinkgreve, R. (2012), Plaxis 3D 2012, Plaxis Bv, Netherlands.
|
36 |
Brinkgreve, R., Swolfs, W., Engin, E., Waterman, D., Chesaru, A., Bonnier P. and Galavi V. (2013), PLAXIS 3D Reference Manual, Plaxis Bv, Netherlands.
|