- [1] Coupled Consolidation-leaching Behavior of Cement-stabilized Highly Arsenic-contaminated Marine Clay,Journal of Geotechnical and Geoenvironmental Engineering,.Accepted
- [2] Field Study of a Sustainable Land Reclamation Approach Using Dredged Marine Sediment Improved by Horizontal Drains under Vacuum Preloading,Journal of Geotechnical and Geoenvironmental Engineering,.10.1061/JGGEFK.GTENG-12632
- [3] Axial cyclic and static behavior of FRP composite seawater sea-sand concrete piles ended in rock socket,Journal of Geotechnical and Geoenvironmental Engineering,.10.1061/JGGEFK/GTENG-11529
- [4] A Finite Strain Elastic-Viscoplastic Consolidation Model for Layered Soft Soils Considering Self-Weight and Nonlinear Creep,Journal of Geotechnical and Geoenvironmental Engineering,.10.1061/JGGEFK.GTENG-11576
- [5] Role of Biochar in Drained Shear Strength Enhancement and Ammonium Removal of Biostimulated MICP-Treated Calcareous Sand,Journal of Geotechnical and Geoenvironmental Engineering,.10.1061/JGGEFK/GTENG-11809
- [6] New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings,Journal of Geotechnical and Geoenvironmental Engineering,.10.1061/(ASCE)GT.1943-5606.0002334
- [7] Effect of seawater on solidification /stabilisation treatment of marine soft soil slurry by lime-activated ISSA and GGBS,Engineering Geology,.10.1016/j.enggeo.2023.107216
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