1 |
Azari, B., Fatahi, B. and Khabbaz, H. (2015), "Numerical analysis of vertical drains accelerated consolidation considering combined soil disturbance and visco-plastic behaviour", Geomech. Eng., Int. J., 8(2), 187-220.
DOI
|
2 |
Barton, N. (2013), "Shear strength criteria for rock, rock joints, rockfill and rock masses: Problems and some solutions", J. Roc. Mech. Geotech. Eng., 5(4), 249-261.
DOI
|
3 |
Chen, G., Huang, R., Xu, Q., Li, T. and Zhu, M. (2013), "Progressive modelling of the gravity-induced landslide using the local dynamic strength reduction method", J. Mt. Sci., 10(4), 532-540.
DOI
|
4 |
Eid, H. (2014), "Stability charts for uniform slopes in soils with nonlinear failure envelopes", Eng. Geol., 168, 38-45.
DOI
|
5 |
Fan, L., Yi, X. and Ma, G. (2013), "Numerical manifold method (NMM) simulation of stress wave propagation through fractured rock", Int. J. Appl. Mech., 5(2), 1350022.
DOI
|
6 |
Gao, Y., Zhang, F., Lei, G., Li, D., Wu, Y. and Zhang, N. (2013), "Stability charts for 3D failures of homogeneous slopes", J. Geotech. Geoenviron. Eng., ASCE, 139(9), 1528-1538.
DOI
|
7 |
Hoek, E. (2012), "Blast damage factor D", Technical note for RocNews. https://www.rocscience.com
|
8 |
Hoek, E., Carranza-Torres, C. and Corkum, B. (2002), "Hoek-Brown failure criterion-2002 Edition", Proceedings of NARMS-TAC 2002, Mining Innovation and Technology, (R. Hammah, W. Bawden, J. Curran, and M. Telesnicki Eds.), Toronto, Canada, July, pp. 267-273.
|
9 |
Li, X. and Tao, M. (2015), "The influence of initial stress on wave propagation and dynamic elastic coefficients", Geomech. Eng., Int. J., 8(3), 377-390.
DOI
|
10 |
Marinos, V., Marinos, P. and Hoek, E. (2005), "The geological strength index: applications and limitations", B Eng. Geol. Environ., 64(1), 55-65.
DOI
|
11 |
Michalowski, R.L. (2010), "Limit analysis and stability charts for 3D slope failures", J. Geotech. Geoenviron. Eng., ASCE, 136(4), 583-593.
DOI
|
12 |
Shen, J. and Karakus, M. (2014), "Simplified method for estimating the Hoek-Brown constant for intact rocks", J. Geotech. Geoenviron. Eng., ASCE, 140(6), 04014025.
DOI
|
13 |
Shen, J., Karakus, M. and Xu, C. (2013), "Chart-based slope stability assessment using the Generalized Hoek-Brown criterion", Int. J. Rock. Mech. Min. Sci., 64, 210-219.
|
14 |
Zheng, D., Nian, T., Liu, B., Yin, P. and Song, L. (2015), "Coefficient charts for active earth pressures under combined loadings", Geomech. Eng., Int. J., 8(3), 461-473.
DOI
|
15 |
Wyllie, D.C. and Mah, C. (2004), Rock Slope Engineering: Civil and Mining, (4th Edition), Spon Press, New York, NY, USA.
|
16 |
Yang, X. and Pan, Q. (2015), "Three dimensional seismic and static stability of rock slopes", Geomech. Eng., Int. J., 8(1), 97-111.
DOI
|
17 |
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
|
18 |
Zuo, J., Liu, H. and Li, H. (2015), "A theoretical derivation of the Hoek-Brown failure criterion for rock materials", J. Roc. Mech. Geotech. Eng., 7(4), 361-366.
DOI
|