Xiaohui Qi

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Dian-Qing Liwuhan universityE-mail confirmado em whu.edu.cn
Kok-Kwang PhoonSingapore University of Technology and DesignE-mail confirmado em sutd.edu.sg
Zi-Jun CaoProfessor, Southwest Jiaotong University, Wuhan UniversityE-mail confirmado em whu.edu.cn
Jian ChuPresident's Chair in Civil Engineering, Nanyang Technological UniversityE-mail confirmado em ntu.edu.sg
Wan-Huan ZhouDepartment of Civil and Environmental Engineering, University of MacauE-mail confirmado em umac.mo
Limin ZhangProfessor of Geotechnical Engineering, Hong Kong University of Science and TechnologyE-mail confirmado em ust.hk
Hao WangDalian University of Technology; Nanyang Technological UniversityE-mail confirmado em dlut.edu.cn
Shui-Hua JiangProfessor, Nanchang UniversityE-mail confirmado em ncu.edu.cn
Jinsong HuangThe University of NewcastleE-mail confirmado em newcastle.edu.au
Wei ZhouProfessor,State Key Laboratory of Water Resources and Hydropower Engineering Science,WuhanE-mail confirmado em whu.edu.cn
Zhiyong YangSun Yat-Sen UniversityE-mail confirmado em mail.sysu.edu.cn
Mao-Xin WangResearch Assistant Professor, Hong Kong University of Science and Technology | formerly PolyUE-mail confirmado em ust.hk
LI XueyouProfessor, School of Civil Engineering, Sun Yat-Sen UniversityE-mail confirmado em mail.sysu.edu.cn
Dong ZhengWuhan UniversityE-mail confirmado em cjwsjy.com.cn
Jianye ChingNational Taiwan UniversityE-mail confirmado em ntu.edu.tw
Ka-Veng YuenUniversity of MacauE-mail confirmado em um.edu.mo
Xiaohua PanResearch Fellow, Nanyang Technological UniversityE-mail confirmado em ntu.edu.sg

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Xiaohui Qi

Assistant Professor, Department of Mechanical and Construction Engineering, Northumbria University

E-mail confirmado em northumbria.ac.uk

Risk and reliability analysis Bayesian updating model uncertainty probabilistic site characterization


Título Ordenar por citações Ordenar por ano Ordenar por título	Citado por Citado por	Ano
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	254	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	138	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	128	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	123	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	111	2018
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	109	2020
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	105	2017
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	90	2015
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	79	2020
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	79	2019
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	53	2020
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	38	2021
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	37	2019
Random field characterization of uniaxial compressive strength and elastic modulus for intact rocks H Liu, X Qi Geoscience Frontiers, 2018	30	2018
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	24	2020
Stochastic analysis method of critical slip surfaces in soil slopes considering spatial variability XH Qi, DQ Li, CB Zhou, KK Phoon	22	2013
Stochastic simulation of geological cross-sections from boreholes: A random field approach with Markov Chain Monte Carlo method HQ Yang, J Chu, X Qi, S Wu, K Chiam Engineering Geology 327, 107356, 2023	19	2023
Estimation of autocorrelation distances for in-situ geotechnical properties using limited data XH Qi, HX Liu Structural Safety 79, 26-38, 2019	18	2019
Bayesian evidential learning of soil-rock interface identification using boreholes HQ Yang, J Chu, X Qi, S Wu, K Chiam Computers and Geotechnics 162, 105638, 2023	17	2023
Jackknifing for modeling sampling properties of soil statistics for geotechnical reliability analysis XF Liu, XS Tang, DQ Li, XH Qi Computers and Geotechnics 125, 103685, 2020	17	2020

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