Constitutive, Physical, and Numerical Modeling in Transportation Geotechnics

Chen, C., and Zhang, J.S. (2013). “Constitutive modeling of loose sands under various stress paths.” Int. J. Geomech., 13(1), 1–8.

Chen, W., and Qiu, T. (2012). “Numerical simulations for large deformation of granular materials using smoothed particle hydrodynamics method.” Int. J. Geomech., 12(2), 127–135.

He, W. (2012). “Application of the meshfree method for evaluating the bearing capacity and response behavior of foundation piles.” Int. J. Geomech., 12(2), 98–104.

Liu, J., Yun, B., and Zhao, C. B. (2012a). “Identification and validation of rolling friction models by dynamic simulation of sandpile formation.” Int. J. Geomech., 12(4), 484–493.

Liu, X. Y., Scarpas, A., Kasbergen, C., and Kondo, E. (2012b). “Numerical analysis characterizing the influence of the evolution of the length scale on strain localization in Cosserat media.” Int. J. Geomech., 12(3), 272–280.

Tsukamoto, Y., Ishihara, K., Sawada, S., and Fujiwara, S. (2012). “Settlement of rigid circular foundations during seismic shaking in shaking table tests.” Int. J. Geomech., 12(4), 462–470.

Xiao, Y., Liu, H. L., and Yang, G. (2012). “Formulation of cross-anisotropic failure criterion for granular material.” Int. J. Geomech., 12(2), 182–188.

Xu, T., Tang, C. A., and Zhao, J. (2012). “Modeling of rheological deformation of inhomogeneous rock and associated time-dependent response of tunnels.” Int. J. Geomech., 12(2), 147–159.

Zuo, Y. J., Xu, T., Zhang, Y. B., Zhang, Y. P., Li, S. C., Zhao, G. F., and Chen, C. C. (2012). “Numerical study of zonal disintegration within a rock mass around a deep excavated tunnel.” Int. J. Geomech., 12(4), 471–483.