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Haitao Jing,David M. Potts,Chenghao Dai,Lidija Zdravkovic.A hydro-mechanically coupled zero-thickness interface element and its application in the modelling of embedded retaining walls:Computers and Geotechnics,2026:108320
Yangping Yao,Wenjie Cui,Kai Chen.Non-isothermal CSUH model based on micromechanical effects of particle deformation:Acta Geotechnica,2025,21:1555-1572
Xiaotian Wu,Yangping Yao,Liang Dong,David M. Potts,Lidija Zdravkovic.Nonlocal strain regularisation for models with multiple state variables using an example of UH model:Computers and Geotechnics,2025(184):107296
Wenjie Cui,Xiaotian Wu,David M. Potts,Ran Wei,Haitao Jing,Lidija Zdravkovic.The use of a nonlocal critical state model in modelling triaxial and plane strain tests on overconsolidated clays:Computers and Geotechnics,2024(173):106526
Wenjie Cui,Haitao Jing,David M. Potts,Liang Dong,Giuseppe Pedone,Lidija Zdravkovic,Yangping Yao*.Time-step constraints in coupled hydro-mechanical finite element analysis of unsaturated soils:Computers and Geotechnics,2024,165:105914
Yangping Yao,Yichuan Tian,Wenjie Cui*,Ting Luo,Shanshan Li.Unified hardening (UH) model for unsaturated expansive clays:Acta Geotechnica,2023
Yangping Yao,Xing Zhang,Wenjie Cui*.A LOF-IDW based data cleaning method for quality assessment in intelligent compaction of soils:Transportation Geotechnics,2023,42:101101
Wenjie Cui,David M. Potts*,Xiaotian Wu,Lidija Zdravković.Nonlocal strain regularisation for critical state models with volumetric hardening:Computers and Geotechnics,2023,157:105350
You Gao,Ze Li,Wenjie Cui*,De'an Sun*,Haihao Yu.Effect of initial void ratio on the tensile strength of unsaturated silty soils:Acta Geotechnica,2023,18:3609-3622
Wenjie Cui,David M. Potts,Antonio M. G. Pedro,Lidija Zdravković.Numerical assessment of the effects of end-restraints and a pre-existing fissure on the interpretation of triaxial tests on stiff clays:Géotechnique,2021,71(9):765-780

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