A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties ZLM Li DQ, Jiang SH, Cao ZJ, Zhou W, Zhou CB Engineering Geology 187, 187, 60-72, 2015 | 455* | 2015 |
Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method SH Jiang, DQ Li, LM Zhang, CB Zhou Engineering geology 168, 120-128, 2014 | 408 | 2014 |
Stochastic response surface method for reliability analysis of rock slopes involving correlated non-normal variables D Li, Y Chen, W Lu, C Zhou Computers and Geotechnics 38 (1), 58-68, 2011 | 394 | 2011 |
Efficient system reliability analysis of slope stability in spatially variable soils using Monte Carlo simulation SH Jiang, DQ Li, ZJ Cao, CB Zhou, KK Phoon Journal of Geotechnical and Geoenvironmental Engineering 141 (2), 04014096, 2015 | 383 | 2015 |
Response surface methods for slope reliability analysis: review and comparison DQ Li, D Zheng, ZJ Cao, XS Tang, KK Phoon Engineering Geology 203, 3-14, 2016 | 274 | 2016 |
Bayesian perspective on geotechnical variability and site characterization Y Wang, Z Cao, D Li Engineering Geology 203, 117-125, 2016 | 272 | 2016 |
Enhancement of random finite element method in reliability analysis and risk assessment of soil slopes using Subset Simulation DQ Li, T Xiao, ZJ Cao, CB Zhou, LM Zhang Landslides 13, 293-303, 2016 | 265 | 2016 |
Effect of spatially variable shear strength parameters with linearly increasing mean trend on reliability of infinite slopes DQ Li, XH Qi, KK Phoon, LM Zhang, CB Zhou Structural safety 49, 45-55, 2014 | 249 | 2014 |
Impact of copula selection on geotechnical reliability under incomplete probability information XS Tang, DQ Li, G Rong, KK Phoon, CB Zhou Computers and Geotechnics 49, 264-278, 2013 | 217 | 2013 |
Quantification of prior knowledge in geotechnical site characterization Z Cao, Y Wang, D Li Engineering Geology 203, 107-116, 2016 | 203 | 2016 |
Copula-based approaches for evaluating slope reliability under incomplete probability information XS Tang, DQ Li, CB Zhou, KK Phoon Structural Safety 52, 90-99, 2015 | 193 | 2015 |
Bivariate simulation using copula and its application to probabilistic pile settlement analysis DQ Li, XS Tang, KK Phoon, YF Chen, CB Zhou International Journal for Numerical and Analytical Methods in Geomechanics …, 2013 | 165 | 2013 |
Cracking and vertical preferential flow through landfill clay liners JH Li, L Li, R Chen, DQ Li Engineering Geology 206, 33-41, 2016 | 163 | 2016 |
Meso-scale investigations on the effective thermal conductivity of multi-phase materials using the finite element method KQ Li, DQ Li, Y Liu International Journal of Heat and Mass Transfer 151, 119383, 2020 | 141 | 2020 |
Three-dimensional slope reliability and risk assessment using auxiliary random finite element method T Xiao, DQ Li, ZJ Cao, SK Au, KK Phoon Computers and Geotechnics 79, 146-158, 2016 | 140 | 2016 |
Simulation of geologic uncertainty using coupled Markov chain XH Qi, DQ Li, KK Phoon, ZJ Cao, XS Tang Engineering geology 207, 129-140, 2016 | 127 | 2016 |
Impact of copulas for modeling bivariate distributions on system reliability XS Tang, DQ Li, CB Zhou, KK Phoon, LM Zhang Structural safety 44, 80-90, 2013 | 127 | 2013 |
Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods X Liu, Y Wang, DQ Li Computers and Geotechnics 111, 301-312, 2019 | 126 | 2019 |
Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis DQ Li, T Xiao, ZJ Cao, KK Phoon, CB Zhou Applied Mathematical Modelling 40 (9-10), 5216-5229, 2016 | 123 | 2016 |
Evaluating slope stability uncertainty using coupled Markov chain DQ Li, XH Qi, ZJ Cao, XS Tang, KK Phoon, CB Zhou Computers and Geotechnics 73, 72-82, 2016 | 123 | 2016 |