Ma XY, Lei H, Kang X*. Effects of particle morphology on the shear response of granular soils by discrete element method and 3D printing technology. International Journal for Numerical and Analytical Methods in Geomechanics.
Kang X*, Li Y, Ma XY, Sun HM. Fabrication and characterization of high performance superhydrophobic organosilane-coated fly ash composites with novel micro-nano-hierarchy roughness. Journal of Materials Science.
Chen YQ, Chen MY, Tong XY, Wang SQ, Kang X*. Molecular insights into the interactions between chloride liquids and C-S-H nanopore surfaces under electric field-induced erosion. Journal of Molecular Liquids.
Meng FY, Chen RP, Xie SW, Wu HN, Liu Y, Lin XT. Excavation-induced arching effect below base level and responses of long-collinear underlying existing tunnel. Tunnelling and Underground Space Technology.
Liu QW, Chen RP, Wang HL, Yin ZY, Wu HL*. Effect of Particle Shape on Soil Arching in the Pile-Supported Embankment by 3D Discrete-Element Method Simulation. International Journal of Geomechanics.
Lin XT, Chen RP, Wu HN, Meng FY, Liu QW, Su D. Corrigendum to “A composite function model for predicting the ground reaction curve on a trapdoor”[Comput. Geotech. 141 (2022) 104496]. Computers and Geotechnics.
Cheng W, Chen RP, Pereira JM, Cui YJ. Undrained cylindrical cavity expansion/contraction in stiff clays using a two‐surface plasticity model. International Journal for Numerical and Analytical Methods in Geomechanics.
Wang HL, Chen RP, Peng CY. Closure to “Field Experiments on Cyclic Behaviors of Axially Loaded Piles Jacked in Soft Clay” by Chen RP, Peng CY, Wang JF, Wang HL [J]. Journal of Geotechnical and Geoenvironmental Engineering.
Lin XT, Chen RP*, Wu HN, Meng FY, Su D, Han K. Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones. Tunnelling and Underground Space Technology.