1 |
Xiao, S., Li, K., Ding, X. and Liu, T. (2015), "Numerical computation of homogeneous slope stability", Comput. Intel. Neurosci., 1-10.
|
2 |
Yagi, T. and Takeuchi, N. (2011), On Accuracy of Solution for Explicit and Implicit Dynamic Formation with Hybrid-Type Penalty Method, in Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering, CRC Press, 419-425.
|
3 |
Yagi, T. and Takeuchi, N. (2015), "An explicit dynamic method of rigid bodies-spring model", J. Comput. Meth., 12(4), 1-15.
|
4 |
Zhang, Y., Chen, G., Zheng, L., Li, Y. and Zhuang, X. (2013), "Effects of geometries on three-dimensional slope stability", Can. Geotech. J., 50(3), 233-249.
DOI
|
5 |
Washizu. K (1968), Variational Methods in Elasticity and Plasticity, Pergamon Press, New York, U.S.A.
|
6 |
Gao, Y., Zhang, F., Lei, G.H., Li, D., Wu, Y. and Zhang, N. (2013), "Stability charts for 3D failures of homogeneous slopes", J. Geotech. Geoenviron. Eng., 139(9), 1528-1538.
DOI
|
7 |
Deng, D.P., Zhao, L.H. and Li, L. (2015), "Limit equilibrium slope stability analysis using the nonlinear strength failure criterion", Can. Geotech. J., 52(5), 563-576.
DOI
|
8 |
Fujiwara, Y., Takeuchi, N., Shiomi, T., and Kambayashi, A. (2015), "Discrete crack modeling of RC structure using hybridtype penalty method", Comput. Concrete, 16(4), 587-604.
DOI
|
9 |
Gao, D.W., Zhang, F., Lei, G.H., Qin, H. and Qiu, Y. (2016), "Limit analysis of 3D rock slope stability with non-linear failure criterion", Geomech. Eng., 10(1), 59-76.
DOI
|
10 |
Ji, J. and Liao, H.J. (2014), "Sensitivity-based reliability analysis of earth slopes using finite element method", Geomech. Eng., 6(6), 545-560.
DOI
|
11 |
Jiang, Q., Chen, Y., Zhou, C. and Yeung, M.C.R. (2013), "Kinetic energy dissipation and convergence criterion of discontinuous deformations analysis (DDA) for geotechnical engineering", Rock Mech. Rock Eng., 46(6), 1443-1460.
DOI
|
12 |
Jiang, W. and Zheng, H. (2015), "An efficient remedy for the false volume expansion of DDA when simulating large rotation", Comput. Geotech., 70, 18-23.
DOI
|
13 |
Kawai, T. (1977), "New element models in discrete structural analysis", J. Soc. Naval Arch. Jap., 141, 187-193.
|
14 |
Lim, K., Li, A.J. and Lyamin, A.V. (2015), "Three-dimensional slope stability assessment of two-layered undrained clay", Comput. Geotech., 70, 1-17.
DOI
|
15 |
Liu, F. and Zhao, J. (2013), "Limit analysis of slope stability by rigid finite-element method and linear programming considering rotational failure", J. Geomech., 13(6), 827-839.
DOI
|
16 |
Murata, M., Iijima, T., Mori, K., Nakamura, H., Ohashi, M. and Yamazaki, H. (2014), Guideline for Design and Risk Evaluation against the Seismic Stability of the Ground Foundation and the Slope, JNES-RE-Report Series 2013-2037, Japan Nuclear Energy Safety Organization.
|
17 |
Liu, Y., Li, H., Xiao, K., Li, J., Xia, X. and Liu, B. (2014), "Seismic stability analysis of a layered rock slope", Comput. Geotech., 55, 474-481.
DOI
|
18 |
Michalowski, R.L. and Nadukuru, S.S. (2013), "Threedimensional limit analysis of slopes with pore pressure", J. Geotech. Geoenviron. Eng., 139(9), 1604-1610.
DOI
|
19 |
Mihara, R. and Takeuchi, N. (2005), "Material nonlinear analysis using hybrid-type penalty method assumed second-order displacement field", Proceedings of the 7th International Conference on Analysis of Discontinuous Deformation, Honolulu, Hawaii, U.S.A., December.
|
20 |
Mihara, R. and Takeuchi, N. (2007), "The three dimension models development by using linear displacement field in HPM", Proceedings of APCOM'07 in Conjunction with EPMESC XI, Kyoto, Japan, December.
|
21 |
Ohki, H. and Takeuchi, N. (2005), "Upper and lower bound solution with hybrid type penalty method", Proceedings of the 7th International Conference on Analysis of Discontinuous Deformation, Honolulu, Hawaii, U.S.A., December.
|
22 |
Ohnishi, Y., Koyama, T., Sasaki, T., Hagiwara, I., Miki, S., Shimauchi, T. and Nakamura, K. (2013), Application of DDA and NMM to Practical Problems in Recent Insight, in Frontiers of Discontinuous Numerical Methods and Practical Simulations in Engineering and Disaster Prevention, CRC Press, 29-42.
|
23 |
Peng, C., Wu, W., Yu, H.S. and Wang, C. (2015), "A SPH approach for large deformation analysis with hypoplastic constitutive model", Acta Geotech., 10(6), 703-717.
DOI
|
24 |
Takeuchi, N., Tajiri, Y. and Hamasaki, E. (2009), Development of Modified RBSM for Rock Mechanics using Principle of Hybrid-Type Virtual Work, in Analysis of Discontinuous Deformation : New Developments and Applications, Research Publishing Service, 395-403.
|
25 |
Razdolsky, A.G., Yankelevsky, D.Z. and Karinski, Y.S. (2005), "Analysis of slope stability based on evaluation of force balance", Struct. Eng. Mech., 20(3), 313-334.
DOI
|
26 |
Shen, J. and Karakus, M. (2014), "Three-dimensional numerical analysis for rock slope stability sing shear strength reduction method", Can. Geotech. J., 51(2), 164-172.
DOI
|
27 |
Sloan, S.W. (2013), "Geotechnical stability analysis", Geotechnique, 63(7), 531-571.
DOI
|
28 |
Takeuchi, N. and Kawai, T. (1997) "Development of discrete limit analysis and its application to the solid mechanics", Proceedings of the 2nd International Conference on Analysis of Discontinuous Deformation, Kyoto, Japan, July.
|
29 |
Takeuchi, N., Ohki, H., Kambayashi, A. and Kusabuka, M. (2001), "Material non-linear analysis by using discrete model applied penalty method in hybrid displacement model", Trans. Jap. Soc. Comput. Eng. Sci., 52-62.(in Japanese)
|
30 |
Tschuchnigg, F., Schweiger, H.F. and Sloan, S.W. (2015a), "Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity", Comput. Geotech., 70, 169-177.
DOI
|
31 |
Tschuchnigg, F., Schweiger, H.F. and Sloan, S.W. (2015b), "Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: Back analyses of a case history", Comput. Geotech., 70, 178-189.
DOI
|
32 |
Vardanyan, A.V. and Takeuchi, N. (2008), "Discrete analysis for plate bending problems by using hybrid-type penalty method", Bull. Res. Center Comput. Multimed. Stud., 21, 131-141.
|