深圳大学陈文博--中文主页--科研工作

陈文博

个人信息

Personal information

学位：博士
职称：教授
学术荣誉：深圳市海外高层次人才孔雀计划B类

科研工作

中文主页 - 科研工作

研究方向及兴趣

1. 低碳岩土体加固技术的试验与数值模拟

2. 交通岩土工程

3. 人工智能与大语言模型的岩土工程应用

4. 岩土体光纤智能监测

纵向项目

[1] 国家海外高层次人才计划青年项目，2024.1.1-2026.12.31，300万元，主持,
[2] 深圳大学特聘教授科研启动经费，2024.1.1-2026.12.31，100万元，主持,
[3] 国家自然科学基金面上项目，低碳理化复合法改性疏浚淤泥的固结固化耦合机理-本构模型-优化设计研究，2026.1.1-2029.12.31，50万元，主持,
[4] 广东省自然科学基金面上项目，可持续性理化复合法改性流泥填料的物性演化机理及表征理论，2025.1.1-2027.12.31，10万元，主持,
[5] 广东省自然科学基金面上项目，碳化再生混凝土粒料路基填料的水力作用变形机理与跨尺度数值模拟研究，2026.1.1-2028.12.31，10万元，主持,
[6] 深圳市自然科学基金计划面上项目，海水基双酶协同MICP制备生态海工材料技术研发及其跨尺度性能演化机制，2026.1.1-2028.12.31，30万元，主持,
[7] 中国水科院水利部水工程建设与安全重点实验室开放基金，基于生物酶的淤堤坝溢洪道复合修复加固，2025.1.1-2026.12.31，5万元，主持,
[8] 香港研究资助局优配研究金，Modeling of rock-socketed GFRP tube confined concrete pile under combined vertical and lateral loadings with consideration of long-term degradation，112万港币，主持（现PI转予香港理工大学尹振宇教授）,
[9] HKPolyU RCRE Young Researcher Supporting Scheme，Turning Incinerated Sewage Sludge Ash into Engineering Fill using Microbial Induced Calcium Carbonate Precipitation Method Incorporating CO2 Sequestration，25万港币，主持，结题,
[10] HK PolyU Start-up Fund，Application of FRP Materials in Geotechnical Engineering，25万港币，主持，结题,

期刊论文

[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