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Tao, M., Chen, Z.H., Li, X.B., Zhao, H.T. and Yin, T.B. (2016), "Theoretical and numerical analysis of the influence of initial stress gradient on wave propagations", Geomech. Eng., Int. J., 10(3), 285-296./
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| 2 |
Saidi, H., Tounsi, A. and Bousahla, A.A. (2016), "A simple hyperbolic shear deformation theory for vibration analysis of thick functionally graded rectangular plates resting on elastic foundations", Geomech. Eng., Int. J., 11(2), 289-307./
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| 3 |
Gao, Y.F., Wu, D., Zhang, F., Lei, G.H. Qin, H.Y. and Qiu, Y. (2016), "Limit analysis of 3D Rock slope stability with non-linear failure criterion", Geomech. Eng., Int. J., 10(1), 59-76./
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| 4 |
Zhang, C., Ji, J., Gui, Y., Kodikara, J., Yang, S. and He, L. (2016), "Evaluation of soil-concrete interface shear strength based on LS-SVM", Geomech. Eng., Int. J., 11(3), 361-372./
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| 5 |
Lee, Y.J. (2016), "Determination of tunnel support pressure under the pile tip using upper and lower bounds with a superimposed approach", Geomech. Eng., Int. J., 11(4), 587-605./
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| 6 |
Yang, X.L. and Li, K.F. (2016), "Roof collapse of shallow tunnel in layered Hoek-Brown rock media", Geomech. Eng., Int. J., 11(6), 867-877./
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| 7 |
Saidi, H., Tounsi, A. and Bousahla, A.A. (2016), "A simple hyperbolic shear deformation theory for vibration analysis of thick functionally graded rectangular plates resting on elastic foundations", Geomech. Eng., Int. J., 11(2), 289-307./
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| 8 |
El-Hassar, S.M., Benyoucef, S., Heireche, H. and Tounsi, A. (2016), "Thermal stability analysis of solar functionally graded plates on elastic foundation using an efficient hyperbolic shear deformation theory", Geomech. Eng., Int. J., 10(3), 357-386./
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| 9 |
Zou, J.F., Xia, Z.Q. and Dan, H.C. (2016), "Theoretical solutions for displacement and stress of a circular opening reinforced by grouted rockbolt", Geomech. Eng., Int. J., 11(3), 439-455./
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| 10 |
Basmenj, A.K., Ghafoori, M., Cheshomi, A. and Azandariani, Y.K. (2016), "Adhesion of clay to metal surface; Normal and tangential measurement", Geomech. Eng., Int. J., 10(2), 125-135./
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