Stability analysis of rainfall-induced slope failure: a review LL Zhang, J Zhang, LM Zhang, WH Tang Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2011 | 307 | 2011 |
Back analysis of slope failure with Markov chain Monte Carlo simulation LL Zhang, J Zhang, LM Zhang, WH Tang Computers and Geotechnics 37 (7-8), 905-912, 2010 | 219 | 2010 |
Rainfall-induced slope failure considering variability of soil properties LL Zhang, LM Zhang, WH Tang Géotechnique 55 (2), 183-188, 2004 | 200 | 2004 |
Machine learning for pore-water pressure time-series prediction: Application of recurrent neural networks X Wei, L Zhang, HQ Yang, L Zhang, YP Yao Geoscience Frontiers 12 (1), 453-467, 2021 | 159 | 2021 |
Numerical study of soil conditions under which matric suction can be maintained LL Zhang, DG Fredlund, LM Zhang, WH Tang Canadian Geotechnical Journal 41 (4), 569-582, 2004 | 154 | 2004 |
Modeling the unsaturated soil zone in slope stability analysis LL Zhang, DG Fredlund, MD Fredlund, GW Wilson Canadian Geotechnical Journal 51 (12), 1384-1398, 2014 | 149 | 2014 |
Reducing uncertainty of prediction from empirical correlations L Zhang, WH Tang, L Zhang, J Zheng Journal of Geotechnical and Geoenvironmental Engineering 130 (5), 526-534, 2004 | 138 | 2004 |
Rainfall-induced Soil Slope Failure: Stability Analysis and Probabilistic Assessment LL Zhang, J Li, X Li, J Zhang, H Zhu Florida: Taylor&Francis Group, 2016 | 130 | 2016 |
Two-dimensional probabilistic infiltration analysis with a spatially varying permeability function H Zhu, LM Zhang, LL Zhang, CB Zhou Computers and Geotechnics 48, 249-259, 2013 | 111 | 2013 |
Random finite element method for spudcan foundations in spatially variable soils JH Li, Y Zhou, LL Zhang, Y Tian, MJ Cassidy, LM Zhang Engineering Geology 205, 146-155, 2016 | 87 | 2016 |
Finite-element modeling of a complex deep excavation in Shanghai YM Hou, JH Wang, LL Zhang Acta Geotechnica 4, 7-16, 2009 | 86 | 2009 |
Efficient method for probabilistic estimation of spatially varied hydraulic properties in a soil slope based on field responses: A Bayesian approach HQ Yang, L Zhang, DQ Li Computers and Geotechnics 102, 262-272, 2018 | 82 | 2018 |
Probabilistic parameter estimation and predictive uncertainty based on field measurements for unsaturated soil slope LL Zhang, ZB Zuo, GL Ye, DS Jeng, JH Wang Computers and Geotechnics 48, 72-81, 2013 | 82 | 2013 |
Assessment of risks of loose landslide deposits formed by the 2008 Wenchuan earthquake S Zhang, LM Zhang, M Peng, LL Zhang, HF Zhao, HX Chen Natural hazards and earth system sciences 12 (5), 1381-1392, 2012 | 80 | 2012 |
An optimised product-unit neural network with a novel PSO–BP hybrid training algorithm: Applications to load–deformation analysis of axially loaded piles A Ismail, DS Jeng, LL Zhang Engineering Applications of Artificial Intelligence 26 (10), 2305-2314, 2013 | 79 | 2013 |
Depositional environment and geotechnical properties of Shanghai clay: a comparison with Ariake and Bangkok clays C Wu, G Ye, L Zhang, D Bishop, J Wang Bulletin of Engineering Geology and the Environment 74, 717-732, 2015 | 73 | 2015 |
Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method X Chen, L Zhang, L Chen, X Li, D Liu Bulletin of Engineering Geology and the Environment 78, 4451-4463, 2019 | 72 | 2019 |
Uncertainties of field pullout resistance of soil nails LL Zhang, LM Zhang, WH Tang Journal of Geotechnical and Geoenvironmental Engineering 135 (7), 966-972, 2009 | 67 | 2009 |
Unsaturated soil slope characterization with Karhunen–Loève and polynomial chaos via Bayesian approach HQ Yang, L Zhang, J Xue, J Zhang, X Li Engineering with Computers 35 (1), 337–350, 2019 | 64 | 2019 |
Axi-symmetric active earth pressure obtained by the slip line method with a general tangential stress coefficient FQ Liu, JH Wang, LL Zhang Computers and Geotechnics 36 (1-2), 352-358, 2009 | 64 | 2009 |