Area of research
Civil and Structural Engineering · Statistical and Nonlinear Physics
Research interest
Research focused on Consolidation (business) and Geotechnical engineering, with related work in Drainage, Pile, Pore water pressure. Notable publications include 'Combined measure of geometry optimization and vegetation for expansive soil slopes', 'Experimental and numerical study on the static lateral performance of monopile and hybrid pile foundation', and 'One‐dimensional consolidation of soil under multistage load based on continuous drainage boundary'.
Pseudo-static analysis of 3D unsaturated bench slopes stabilized by multiple rows of piles
Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading
Thermo-Mechanical Coupling Load Transfer Method of Energy Pile Based on Hyperbolic Tangent Model
Experimental and numerical study on the static lateral performance of monopile and hybrid pile foundation
Mapping shear strength and compressibility of soft soils with artificial neural networks
A general interfacial thermal contact model for consolidation of bilayered saturated soils considering thermo‐osmosis effect
One-dimensional nonlinear consolidation analysis of soil with continuous drainage boundary
Macroscopic superlubricity of potassium hydroxide solution achieved by incorporating in-situ released graphene from friction pairs
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study
Supporting mechanism of rigid-flexible composition retaining structure in sand ground using discrete element method
Stable low‐friction carbon/epoxy composites using carbon nanocages stuffed with ionic liquids as fillers
Estimation of Interface Parameter for One-Dimensional Consolidation with Continuous Drainage Boundary Conditions
Physical and numerical modelling of infiltration from drainage holes for perforated storm sewer
Combined measure of geometry optimization and vegetation for expansive soil slopes
One‐dimensional consolidation of soil under multistage load based on continuous drainage boundary
Analytical solution for one-dimensional nonlinear consolidation of double-layered soil with improved continuous drainage boundary
Fabrication of low friction and wear carbon/epoxy nanocomposites using the confinement and self-lubricating function of carbon nanocage fillers
One‐dimensional consolidation of layered soils under ramp load based on continuous drainage boundary
Positioning design of horizontal drain in sandwiched clay-drain systems for land reclamation
Infiltration analysis of perforated storm sewer: Finite difference modelling versus field tests
Confined interlayer water enhances solid lubrication performances of graphene oxide films with optimized oxygen functional groups
Physical and numerical modelling of axially loaded bored piles with debris at the pile tip
Load-settlement behaviour of bored piles with loose sediments at the pile tip: Experimental, numerical and analytical study
Time Effects on Settlement of Rigid Pile Composite Foundation: Simplified Models