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[47] Yan, Z., Zhang, H.Q., Sun, X.P.,Yang, Z.X., 2018, Wave-induced pore pressure response of a silty clay seabed around vertical caisson breakwater, Journal of Testing and Evaluation, ASTM, in press.
[46]Yang, Z.X., Wen, Y.X., Pan, K., 2018, Previbration signature on dynamic properties of dry sand,Journal of Testing and Evaluation, ASTM, in press.
[45] Hu, Z.,Yang, Z.X., Wilkinson, S.P., 2018, Reply to the discussion by Ganesh on “Analysis of passive earth pressure modification due to seepage flow effects”, Canadian Geotechnical Journal, in press.
[44]Yang, Z.X., Xu, T.T., Li, X.S., 2018, J2-deformation type model coupled with state dependent dilatancy, Computers and Geotechnics, in press.
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[42]Yang, Z.X., Chen, D.H., 2018, Advance characterization and modeling of geomaterials and geosystems, International Journal of Geomechanics, ASCE, 18(6), 02018001.
[41]Yang, Z.X., Xu, T.T., Chen, Y.N., 2018, Unified modeling of the influence of consolidation conditions on the monotonic soil response considering fabric evolution, Journal of Engineering Mechanics, ASCE, 144(8), 04018073.
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[39]Yang, Z.X., Pan, K., 2018, Quantification of cyclic resistance and pore pressure generation in anisotropically consolidated sand: an energy-based approach, Journal of Materials in Civil Engineering, ASCE, 30(9): 04018203.
[38] Pan, K.,Yang, Z.X., 2018, Effects of initial static shear on cyclic resistance and pore pressure generation of saturated sand, Acta Geotechnica, 13(2), 473-487.
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[34] Pan, K.,Yang, Z.X., 2018, Undrained behavior of sand under cyclic paths that match storm-wave loading conditions, Marine Georesources & Geotechnology, 36(1), 72-82.
[33] Hu, Z.,Yang, Z.X., Wilkinson, S.P., 2017, Active earth pressure acting on retaining wall considering anisotropic seepage effect, Journal of Mountain Science, 14(6), 1202-1211.
[32] Xiong, H., Cai, Y.Q.,Yang, Z.X., Chai, J.C., 2017, Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand, Soils and Foundations, 57 (5), 720-732
[31]Yang, Z.X., Pan, K., 2017, Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect, Soil Dynamics and Earthquake Engineering, 92, 68-78.
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[23]Yang, Z.X., Zhao, C.F., Xu, C.J., Wilkinson, S.P., Cai, Y.Q., Pan, K., 2016, Modelling the engineering behaviour of fibrous peat formed due to rapid anthropogenic terrestrialization in Hangzhou, China, Engineering Geology, 215, 25-35.
[22]Yang, Z.X., Jardine, R.J, Zhu, B.T., Rimoy, S., Closure to stresses developed around displacement piles penetration in sand, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 141, 07014038.
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[16] Wang, L.Z., Jiang, H.Y.,Yang, Z.X., Xu, Y., Zhu, X.B., 2013, Development of discontinuous deformation analysis with displacement-dependent interface shear strength, Computers and Geotechnics 47, 91-101.
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[13] Zhu, Y.X., Chen, W.Q.,Yang, Z.X., 2013, Prediction of viscoelastic behavior in asphalt concrete using the fast multipole boundary element method, Journal of Materials in Civil Engineering, ASCE, 25(3), 328-336.
[12]Yang, Z.X., Yang, J., Wang, L.Z., 2013, Micro-scale modeling of anisotropy effects on undrained behavior of granular soils, Granular Matter, 15, 557-572.
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[9]Yang, Z.X., Yang, J., Wang, L.Z., 2012, On the influence of inter-particle friction and dilatancy in granular materials: a numerical analysis, Granular Matter, 14, 433-447.
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[4]Huang, Z.Y., Yang, Z.X., Wang, Z.Y., 2008, Discrete element modeling of sand behavior in a biaxial shear test, Journal of Zhejiang University-Science A, 9(9), 1176-1183
[3]Yang, Z.X., Li, X.S. Yang, J. 2008, Interpretation of torsional shear results for nonlinear stress–strain relationship, Int. J. Numer. Anal. Meth. Geomech., 32(10), 1247-1266.
[2]Yang, Z.X., Li, X.S. Yang, J. 2008, Quantifying and modelling fabric anisotropy of granular soils, Géotechnique 58(4), 237–248.
[1]Yang, Z.X., Li, X.S. Yang, J. 2007, Undrained anisotropy and rotational shear in granular soil, Géotechnique 57(4), 371-384.
