دنبال کردن
Dian-Qing Li
Dian-Qing Li
ایمیل تأیید شده در whu.edu.cn - صفحهٔ اصلی
عنوان
نقل شده توسط
نقل شده توسط
سال
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
475*2015
Practical reliability analysis of slope stability by advanced Monte Carlo simulations in a spreadsheet
Z Cao, Y Wang, D Li, Z Cao, Y Wang, D Li
Probabilistic approaches for geotechnical site characterization and slope …, 2017
4552017
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
4312014
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
3972015
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
3922011
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
2872016
Bayesian perspective on geotechnical variability and site characterization
Y Wang, Z Cao, D Li
Engineering Geology 203, 117-125, 2016
2842016
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
2732016
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
2532014
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
2262013
Quantification of prior knowledge in geotechnical site characterization
Z Cao, Y Wang, D Li
Engineering Geology 203, 107-116, 2016
2122016
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
2032015
Cracking and vertical preferential flow through landfill clay liners
JH Li, L Li, R Chen, DQ Li
Engineering Geology 206, 33-41, 2016
1672016
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
1652013
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
1522020
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
1422016
Simulation of geologic uncertainty using coupled Markov chain
XH Qi, DQ Li, KK Phoon, ZJ Cao, XS Tang
Engineering geology 207, 129-140, 2016
1362016
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
1352019
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
1312013
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
1282016
سیستم در حال حاضر قادر به انجام عملکرد نیست. بعداً دوباره امتحان کنید.
مقاله‌ها 1–20