Paper Publications
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[1] S. Liu, Z. Gao and M. Li (2023) Effect of strength anisotropy on strain localization in natural clay. Acta Geotechnica, (2023). (DOI: 10.1007/s11440-023-01853-0).
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[2] S. Liu, Z. Gao and M. Li (2022) A closed-form logarithmic spiral method for seismic passive earth pressure in anisotropic sand. Computers and Geotechnics, 152(2022): 105052. (DOI: 10.1016/j.compgeo.2022.105052).
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[3] S. Liu and M. Li (2021) Determination of passive earth pressure coefficients for a sloping cohesive backfill under a uniform surcharge loading. International Journal of Geomechanics, 21(6): 04021079. (DOI: 10.1061/(ASCE)GM.1943-5622.0002034)..
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[4] S. Liu, Z. Su, M. Li and L. Shao (2020) Slope stability analysis using elastic finite element stress fields. Engineering Geology, 273:105673. (DOI: 10.1016/j.enggeo.2020.105673).
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[5] M. Li, P. Guo, D. Stolle, S. Liu and L. Liang (2020) Heterogeneous rock modeling method and characteristics of multistage hydraulic fracturing based on the PHF-LSM method. Journal of Natural Gas Science and Engineering, 83: 103518. (DOI: 10.1016/j.jngse.2020.103518).
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[6] S. Liu, Y. Xia and L. Liang (2018) A modified logarithmic spiral method for determining passive earth pressure. Journal of Rock Mechanics and Geotechnical Engineering. 10(6): 1171-1182. (DOI: 10.1016/j.jrmge.2018.03.011).
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[7] S. Liu, L. Shao and X. Li (2018) Numerical Modelling of the Excavation Damaged Zone in Hollow Cylinder Experiment of Boom Clay. Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering, pages 590-597. (ISBN: 978-981-13-0130-8) (DOI:10.1007/978-981-13-0131-5_64).
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[8] S. Liu and L. Shao (2018) Limit Equilibrium Conditions and Stability Analysis for Soils. Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, pages 92-100. (ISBN: 978-981-13-0124-7) (DOI:10.1007/978-981-13-0125-4_10).
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[9] R. Zou, Y. Xia, S. Liu, P. Hu, W. Hou, Q. Hu and C. Shan (2016) Isotropic and anisotropic elasticity and yielding of 3D printed material. Composites Part B Engineering; 99(15): 506-513. (DOI: 10.1016/j.compositesb.2016.06.009) .
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[10] S. Liu, L. Shao and H. Li (2015) Slope stability analysis using the limit equilibrium method and two finite element methods. Computers and Geotechnics, 63: 291-298. ( DOI:10.1016/j.compgeo.2014.10.008).
