陈文博
Personal information
Highest Degree：Doctoral degree
Professional Title：Professor
Academic Honor:
2024 Shenzhen Overseas High-Caliber Personnel Peacock Plan Level B
Journal Paper
- [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
- [8]A new simplified method for calculating consolidation settlement of multi-layer soft soils with creep under multi-stage ramp loading,Engineering Geology,.10.1016/j.enggeo.2019.105322
- [9]Effects of temperature on the time-dependent compression and shear behaviour of a soft marine clayey soil,Engineering Geology,.10.1016/j.enggeo.2023.107005
- [10]A thermal elastic visco-plastic model for soft clayey soils,Canadian Geotechnical Journal,.10.1139/cgj-2022-0279