Xiaohui Qi
Xiaohui Qi
Assistant Professor, Department of Mechanical and Construction Engineering, Northumbria University
Verified email at
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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
Simulation of geologic uncertainty using coupled Markov chain
XH Qi, DQ Li, KK Phoon, ZJ Cao, XS Tang
Engineering geology 207, 129-140, 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
An efficient probabilistic back-analysis method for braced excavations using wall deflection data at multiple points
XH Qi, WH Zhou
Computers and Geotechnics 85, 186-198, 2017
Effect of spatial variability of shear strength parameters on critical slip surfaces of slopes
XH Qi, DQ Li
Engineering Geology 239, 41-49, 2018
Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters
ZP Deng, DQ Li, XH Qi, ZJ Cao, KK Phoon
Computers and Geotechnics 92, 121-131, 2017
Efficient probabilistic back analysis of spatially varying soil parameters for slope reliability assessment
SH Jiang, J Huang, XH Qi, CB Zhou
Engineering Geology 271, 105597, 2020
Reliability analysis of strip footing considering spatially variable undrained shear strength that linearly increases with depth
DQ Li, XH Qi, ZJ Cao, XS Tang, W Zhou, KK Phoon, CB Zhou
Soils and Foundations 55 (4), 866-880, 2015
Reliability analysis of unsaturated slope stability considering SWCC model selection and parameter uncertainties
DQ Li, L Wang, ZJ Cao, XH Qi
Engineering Geology 260, 105207, 2019
Subset simulation for efficient slope reliability analysis involving copula-based cross-correlated random fields
MX Wang, XS Tang, DQ Li, XH Qi
Computers and Geotechnics 118, 103326, 2020
Modeling multivariate distribution of multiple soil parameters using vine copula model
TJ Lü, XS Tang, DQ Li, XH Qi
Computers and Geotechnics 118, 103340, 2020
Two-stage dimension reduction method for meta-model based slope reliability analysis in spatially variable soils
DQ Li, D Zheng, ZJ Cao, XS Tang, XH Qi
Structural Safety 81, 101872, 2019
Prediction of interfaces of geological formations using the multivariate adaptive regression spline method
X Qi, H Wang, X Pan, J Chu, K Chiam
Underground Space 6 (3), 252-266, 2021
Stochastic analysis method of critical slip surfaces in soil slopes considering spatial variability
QI Xiao-hui, LI Dian-qing, Z Chuang-bing, P Kok-kwang
Chinese Journal of Geotechnical Engineering 35 (4), 745-753, 2013
Random field characterization of uniaxial compressive strength and elastic modulus for intact rocks
H Liu, X Qi
Geoscience Frontiers, 2018
System reliability analysis of slope with stochastic response surface method
J Shui-hua, QI Xiao-hui, CAO Zi-jun, L Dian-qing
Rock and Soil Mechanics 36 (3), 809-818, 2015
Reliability analysis of infinite soil slopes considering spatial variability of soil parameters
LI Dian-qing, QI Xiao-hui, Z Chuang-bing, Z Li-min
Chinese Journal of Geotechnical Engineering 35 (10), 1799-1806, 2013
Comparative spatial predictions of the locations of soil-rock interface
X Qi, X Pan, K Chiam, YS Lim, SG Lau
Engineering geology 272, 105651, 2020
Root Cohesion Estimation of Riparian Trees Based on Model Uncertainty Characterization
W Zhou, X Qi
Journal of Materials in Civil Engineering 31 (2), 04018389, 2019
An improved global zonation method for geotechnical parameters
X Qi, H Liu
Engineering Geology, 2019
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