Area of research
Safety, Risk, Reliability and Quality · Civil and Structural Engineering
Research interest
Research focused on Shield and Geotechnical engineering, with related work in Settlement (finance), Abrasion (mechanical), Ultimate tensile strength. Notable publications include 'Analysis of the settlement of an existing tunnel induced by shield tunneling underneath', 'An in-tunnel grouting protection method for excavating twin tunnels beneath an existing tunnel', and 'Analysis and prediction of TBM disc cutter wear when tunneling in hard rock strata: A case study of a metro tunnel excavation in Shenzhen, China'.
Assessment of slurry chamber clogging alleviation during ultra-large-diameter slurry tunnel boring machine tunneling in hard-rock using computational fluid dynamics-discrete element method: A case study
Simulation of screening characterization of double-deck vibrating screen of slurry TBM tunnelling using integrated CFD-DEM-FEM
Tunneling posture of passive articulated EPB shield in soft soil: A multibody mechanical model-based investigation
Experimental investigation of shield tunnel face stability under dynamic cutterhead in sandy soil
Development and infiltration behavior of environmental polymer slurry for slurry shield tunneling
Study on ground deformation and settlement caused by the construction of pipe jacking tunnel in multi-layer strata
Experimental investigation on shield-soil interaction during shield posture adjustment in soft ground
A novel three-dimensional mechanical model for rotary cutting in soil considering wear status and its experimental verification
Vibration and wear assessment of slurry TBM discharge pipeline transporting large sized rock particles: CFD-DEM-FEM multifield coupled simulation
Progressive failure analysis of shield tunnel face considering the soil arching effect
Development of polymer-modified slurry for chamber opening under pressure in slurry shield tunneling
Investigation into the pregelatinized starch additive alleviated the deterioration in rheological properties of slurries induced by high-temperature environment and seawater intrusion during submarine slurry shield tunneling
Effects of Driving Parameters on TBM Dynamic Response and Cracking of the Disc Cutter Ring: A Case Study
Modeling of reinforced-concrete cutting with shield rippers using FEM-DEM-coupling method
Model test on cutterhead-soil interaction during shield tunneling and its theoretical model
Effect of cutterhead driving parameters on clogging in clay strata: Observations from a model test
Physical and mechanical response of large-diameter shield tunnel lining structure under non-uniform fire: A full-scale fire test-based study
Theoretical Analysis and Numerical Simulations for the Safe Clear Distance of a Shallow-Buried Twin-Shield Tunnel with Small Spacing
Dynamic analysis of cutting RC structure with shield disc-cutter: Insights from the coupled simulation and laboratory test verification
Mechanism of slag discharge failures in earth pressure balance shield screw conveyor: A theoretical model-based investigation
Development and experiment study on seawater-based slurry for subsea tunnels in slurry shield tunneling
The role of wall slip and temperature in shield tail seal performance: A novel modeling approach
Numerical study on slurry-induced fracturing pressure of cohesive soil
Numerical study on the muck flow behavior in the screw conveyor during EPB shield tunneling
Ground deformation induced by shield tunneling posture in soft soil
Assessment on the reverse circulation performance of slurry shield pipeline system assisted with CFD-DEM modeling under sandy cobble stratum
Numerical analysis of slurry penetration and filter cake formation in front of tunnel face
Effect of cutting blind zones on the performance of the rectangular pipe jacking machine with multiple cutterheads: A DEM study
A new pressure gradient model of slurry shield pipeline system coupling with rheological properties and wall slip behaviour under sandy stratum
Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process