Finite element analyses of the stability of a soil block reinforced by shear pins |
Ouch, Rithy
(Geotechnical Research Unit, Department of Civil Engineering, Chulalongkorn University)
Ukritchon, Boonchai (Geotechnical Research Unit, Department of Civil Engineering, Chulalongkorn University) Pipatpongsa, Thirapong (Department of Urban Management, Kyoto University) Khosravi, Mohammad Hossein (School of Mining Engineering, College of Engineering, University of Tehran) |
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 | 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 |
22 | 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. |
23 | 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. |
24 | Poulos, H.G. (1995), "Design of reinforcing piles to increase slope stability", Can. Geotech. J., 32(5), 808-818. DOI |
25 | 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. |
26 | 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 |
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 | 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 |
32 | 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 |
33 | Ausilio, E., Conte, E. and Dente, G. (2001), "Stability analysis of slopes reinforced with piles", Comput. Geotech., 28(8), 591-611. DOI |
34 | Brinkgreve, R. (2012), Plaxis 3D 2012, Plaxis Bv, Netherlands. |
35 | Brinkgreve, R., Swolfs, W., Engin, E., Waterman, D., Chesaru, A., Bonnier P. and Galavi V. (2013), PLAXIS 3D Reference Manual, Plaxis Bv, Netherlands. |
36 | 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 |