刘凯
Personal information
Highest Degree：Doctoral degree
Professional Title：Professor
Academic Honor:
2024 Selected candidates of the National High level Youth Talent Program
Journal Paper
- [1]Predicting responses of a single pile considering lateral load to tunnelling induced ground movement: analytical and numerical insights,International Journal For Numerical And Analytical Methods In Geomechanics,2025-07-01.
- [2]Variation of secant Young’s modulus in an unsaturated gap-graded granular fill,Transportation Geotechnics,2024-11-01.
- [3]A study on the mechanical behaviour of Pearl River estuary sediments,International Journal of Geosynthetics and Ground Engineering,2024-10-01.
- [4]Coupled effects of temperature and suction on the anisotropic elastic shear moduli of unsaturated soil,Canadian Geotechnical Journal,2024-10-01.
- [5]Evaluation of response mechanisms in an elevated pile group subjected to lateral loading caused by twin-tunnelling,Computers and Geotechnics,2024-07-01.
- [6]Insights from 3D numerical simulations on the impact of tunnelling on vertical and battered pile groups under lateral loading,Computers and Geotechnics,2024-05-01.
- [7]Efficient numerical implementation of limit equilibrium method for stability analysis of unsaturated soil slopes using Gaussian integrals,Acta Geotechnica,2024-03-01.
- [8]A case study of performance comparison between fill surcharge and vacuum preloading for soft ground improvement,International Journal of Geosynthetics and Ground Engineering,2024-01-01.
- [9]Cross-anisotropic stiffness characteristics of a compacted lateritic clay from very small to large strains,Canadian Geotechnical Journal,2023-10-01.
- [10]Effects of twin excavations with different construction sequence on a brick masonry wall: 3D finite element approach,Structures,2022-07-01.