Zhao, F., Zhang, L.*, Xiao, T., & Chen, Y. (2025). An equivalent state method for submarine spread modeling subject to hydrate dissociation. Engineering Geology, 352, 108070. DOI: 10.1016/j.enggeo.2025.108070

Yang, H.Q., Zhang, L.L.,* (2024). Bayesian back analysis of unsaturated hydraulic parameters for rainfall-induced slope failure: A review. Earth-Science Reviews, 251, 104714. DOI: 10.1016/j.earscirev.2024.104714

Wei, X., Gardoni, P., Zhang, L.L.,* Tan, L., Liu, D.S., Du, C.L., Li, H. (2024). Improving pixel-based regional landslide susceptibility mapping. Geoscience Frontiers, 15, 101782. DOI: 10.1016/j.gsf.2024.101782

Zhang, L. L., Zheng, Y. F., Zhang, L. M., & Zhang, J. (2018). Probabilistic calibration of a coupled hydro-mechanical slope stability model with integration of multiple observations. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 12(3), 169-182. DOI: 10.1080/17499518.2018.1440317

Zhang, L. L., Cheng, Y., Xu, Y. F., & Jeng, D. S. (2016). Wave-induced oscillatory response in a randomly heterogeneous porous seabed. Ocean Engineering, 111, 458-466. DOI: 10.1016/j.oceaneng.2015.11.004

Zhang, L. L., Fredlund, M. D., Fredlund, D. G., Lu, H., & Wilson, G. W. (2015). The influence of the unsaturated soil zone on 2-D and 3-D slope stability analyses. Engineering Geology, 193, 374-383. DOI: 10.1016/j.enggeo.2015.04.019

Zhang, L. L., Fredlund, D. G., Fredlund, M. D., & Wilson, G. W. (2014). Modeling the unsaturated soil zone in slope stability analysis. Canadian Geotechnical Journal, 51(12), 1384-1398. DOI: 10.1139/cgj-2013-0394

Zhang, L. L., Zheng, Y. F., Zhang, L. M., & Zhang, J. (2014). Probabilistic model calibration for soil slope under rainfall: effects of measurement duration and frequency in field monitoring. Géotechnique, 64(5), 365-378. DOI: 10.1680/geot.13.P.066

Zhang, L. L., Zhang, J., Zhang, L. M., & Tang, W. H. (2011). Stability analysis of rainfall-induced slope failure: a review. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 164(5), 299-316. DOI: 10.1680/geng.2011.164.5.299

Zhang, L. L., Zhang, J., Zhang, L. M., & Tang, W. H. (2010). Back analysis of slope failure with Markov chain Monte Carlo simulation. Computers and Geotechnics, 37(7-8), 905-912. DOI: 10.1016/j.compgeo.2010.06.004

Zhang, L. L., Zhang, J., Zhang, L. M., & Tang, W. H. (2009). Uncertainties of field pullout resistance of soil nails. Journal of Geotechnical and Geoenvironmental Engineering, 135(7), 966-972. DOI: 10.1061/(ASCE)GT.1943-5606.0000014

Zhang, L. L., Zhang, L. M., & Tang, W. H. (2005). Rainfall-induced slope failure considering variability of soil properties. Géotechnique, 55(2), 183-188. DOI: 10.1680/geot.2005.55.2.183

Zhang, L. L., Fredlund, D. G., Zhang, L. M., & Tang, W. H. (2004). Numerical study of soil conditions under which matric suction can be maintained. Canadian Geotechnical Journal, 41(4), 569-582. DOI: 10.1139/t04-006