Li, Z.W.*, Yang, X.L. (2023). Pseudodynamic estimation of 3D active earth pressures with a nonlinear strength criterion. International Journal of Geomechanics, 23(8), 06023013.
Li, Z. W., Yang, X.L. (2022). Stability analysis of 3D reinforced soil structures under steady unsaturated infiltration. Geotextiles and Geomembranes, 50(3), 371-382.
Pan, Q.J., Zhang, R.F., Ye, X.Y.*, Li, Z.W.* (2021). An efficient method combining polynomial-chaos kriging and adaptive radial-based importance sampling for reliability analysis. Computers and Geotechnics, 140, 104434.
Li, Z.W.*, Yang, X.L. (2021). Analysis and design charts for 3D active earth pressure in cohesive soils with cracks. Acta Geotechnica, 16(10): 3269-3283.
Li, Z.W., Pan, Q.J.*, Fei, R.Z. (2021). Probabilistic evaluation of three-dimensional seismic active earth pressures using sparse polynomial chaos expansions. Computers and Geotechnics, 129, 103869.
Li, Z.W., Yang, X.L.* (2020). Seismic analysis of 3D geosynthetic-reinforced soil structures in cohesive backfills with cracks. Geotextiles and Geomembranes, 48(5), 691-702.
Li, Z.W., Yang, X.L.* (2020). Three-dimensional active earth pressure under transient unsaturated flow conditions. Computers and Geotechnics, 123, 103559.
Li, Z.W., Yang, X.L.*, Li, T.Z. (2020). Static and seismic stability assessment of 3D slopes with cracks. Engineering Geology, 265, 105450.
Li, Z.W., Li, T.Z.*, Yang, X.L. (2020). Three-dimensional active earth pressure from cohesive backfills with tensile strength cutoff. International Journal for Numerical and Analytical Methods in Geomechanics, 44(7), 942-961.
Li, Z.W.*, Yang, X.L. (2020). Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects. Acta Geotechnica, 15(7), 2017-2029.
Li, T.Z., Dias, D., Li, Z.W.* (2020). Failure potential of a circular tunnel face under steady-state unsaturated flow condition. Computers and Geotechnics, 117, 103231.
Li, X.W., Zhu, J.Q., Li, Z.W.*, Yang, X. L. (2020). 3D stability assessment of stepped slopes in inhomogeneous soils. Journal of Central South University, 27(1), 221-230.
Li, Z.W., Yang, X.L., Li, T.Z.* (2019). Face stability analysis of tunnels under steady unsaturated seepage conditions. Tunnelling and Underground Space Technology, 93, 103095.
Li, Z.W., Yang, X.L.* (2019). Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off. Geotextiles and Geomembranes, 47(6), 729-739.
Li, Z.W., Yang, X.L., Li, Y.X.* (2019). Active earth pressure coefficients based on a 3D rotational mechanism. Computers and Geotechnics, 112, 342-349.
Li, Z.W., Yang, X.L.* (2019). Active earth pressure from unsaturated soils with different water levels. International Journal of Geomechanics, 19(7), 06019013.
Li, Z.W., Yang, X.L.* (2019). Required strength of geosynthetics in a reinforced slope with tensile strength cut-off subjected to seepage effects. Geotextiles and Geomembranes, 47(4), 542-551.
Li, Z.W., Yang, X.L.* (2019). Active earth pressure for retaining structures in cohesive backfills with tensile strength cut-off. Computers and Geotechnics, 110, 242-250.
Li, Z.W.*, Yang, X.L. (2019). Active earth thrust considering tension crack, pore-water pressure and soil nonlinearity. KSCE Journal of Civil Engineering, 23(1), 56-62.
Li, Z.W.*, Yang, X.L. (2018). Stability of 3D slope under steady unsaturated flow condition. Engineering Geology, 242, 150-159.
Li, Z.W.*, Yang, X.L. (2018). Active earth pressure for soils with tension cracks under steady unsaturated flow conditions. Canadian Geotechnical Journal, 55(12), 1850-1859.
