陈 征

博士/副教授/硕、博士生导师

联系方式

E-mail：geozhengchen@gmail.com；zhengchen@hainanu.edu.cn

欢迎岩土、力学等方向研究生报考！

通讯地址：海南省海口市美兰区人民大道58号海南大学土木建筑工程学院

邮政编码：570228

基本情况

陈征，男，1989年生，江苏盱眙人。2021年博士毕业于武汉大学水工结构工程专业，现为海南大学土木建筑工程学院副教授，海南省“D”类高层次人才。长期从事软土地基处理、地下水渗流、环境岩土、海洋岩土等领域的教学及科研工作。主持国家自然科学基金青年基金项目、海南省自然科学基金青年科学基金项目、海南省自然科学基金高层次人才项目、教育部重点实验室开放基金项目等纵向课题5项。在《Journal of Geotechnical and Geoenvironmental Engineering》、《Canadian Geotechnical Journal》、《Acta Geotechnica》、《Tunnelling and Underground Space Technology》、《Computers and Geotechnics》、《岩土工程学报》等国内外知名SCI/EI期刊发表论文30余篇。

现任职务

海南大学土木建筑工程学院副教授，硕、博士研究生导师

研究方向

[1] 地基处理

[2] 地下水渗流

[3] 环境岩土

[4] 海洋岩土

主讲课程

[1] 理论力学

[2] 弹性力学与有限元

[3] 数值分析

[4] 岩土工程理论与应用

国家级及省级科研项目

[1] 国家自然科学基金青年科学基金项目（52408358），“局部开孔管桩复合地基承载变形机理及优化设计研究”，30万，2025.01-2027.12，项目负责人。

[2] 海南省自然科学基金高层次人才项目（524RC476），“透水管桩复合地基固结特性及承载力时效性研究”，10万，2024.03-2027.02，项目负责人；

[3] 海南省自然科学基金青年科学基金项目（523QN213），“疏浚淤泥加固工程中水平排水板空间布设优化研究”，6万，2023.03-2026.02，项目负责人

教育经历

2007.09-2011.07 南京工业大学 交通工程 本科/学士

2012.09-2015.07 南京工业大学 岩土工程 硕研/硕士

2016.09-2021.07 武汉大学 水工结构工程 博研/博士

2019.11-2020.12 南洋理工大学 Research Fellow

发表论文

SCI论文：

[01] Xu, J., W. Zhang, and Z. Chen. 2025. “Discrete Exterior Calculus Method for Groundwater Flow Modeling.” Transport in Porous Media, 152 (3): 23.

[02] Zhu, X., Z. Chen, P. Ni, Z. Cai, Y. Huang, and C. Zhang. 2024. “Cracking in compacted expansive soils under unidirectional wet-dry cycles: insights from X-ray computed tomography.” Acta Geotechnica, 19: 7851–7864.

[03] Zhu, X., Z. Chen, Y. Guan, P. Ni, Y. Liu, W. Li, X. Han, and K. Fan. 2024. “Penetration characteristics of suction caisson for offshore wind power: a field study.” Canadian Geotechnical Journal, 61 (11): 2364–2375.

[04] Li, T., D. Sun, P. Ni, Z. Chen, and L. Wang. 2024. “Semi-analytical model for axisymmetric transport of contaminant through flawed geomembrane.” Geosynthetics International, 31 (5): 728–740.

[05] Li, T., D. Sun, Z. Chen, Y. Chen, X. Fu, and L. Wang. 2024. “Two-dimensional migration characteristics of contaminant through composite liner with arbitrarily distributed defects.” Computers and Geotechnics, 174: 106652.

[06] Li, T., D. Sun, Z. Chen, and L. Wang. 2024. “Semi-analytical solution for two-dimensional contaminant transport through composite liner with strip defects.” Construction and Building Materials, 440: 137404.

[07] Zhu, X., Z. Chen, Y. Guan, P. Ni, K. Fan, Y. Jing, and C. Yang. 2023. “Field test on the mechanism of composite bucket foundation penetrating sandy silt overlying clay.” Ocean Engineering, 288: 116102.

[08] Yang, W., P. Ni, Z. Chen*, J. Feng, and G. Mei**. 2023. “Consolidation analysis of composite ground improved by granular piles with a high replacement ratio considering overlapping smear zones.” Computers and Geotechnics, 162: 105636.

[09] Sun, D., T. Li, M. Peng, L. Wang, and Z. Chen. 2023. “Semi-analytical solution for the two-dimensional transport of organic contaminant through geomembrane with strip defects to the underlying soil liner.” International Journal for Numerical and Analytical Methods in Geomechanics, 47 (3): 392–409.

[10] Huang, R., P. Ni, W. Yang, Z. Chen*, Q. Dong, and G. Mei. 2023. “Semianalytical solution for consolidation of reclaimed land with horizontal drains.” International Journal of Geomechanics, 23 (4): 04023010.

[11] Xiao, T., P. Ni, Z. Chen*, J. Feng, D. Chen, and G. Mei**. 2022. “A semi-analytical solution for consolidation of ground with local permeable pipe pile.” Computers and Geotechnics, 143: 104590.

[12] Feng, J., Z. Chen, D. Chen, T. Xiao, Z. Wu, and G. Mei. 2022. “Semianalytical solution of consolidation of composite ground with floating impervious column in unsaturated soil.” Journal of Engineering Mechanics, 148 (10): 04022061.

[13] Chen, Z., P. Ni, X. Zhu, and G. Mei. 2022. “Using boundary transform method to solve geotechnical problems with mixed-type boundary conditions.” Journal of Geotechnical and Geoenvironmental Engineering, 148 (12): 06022013.

[14] Chen, Z., P. Ni, X. Zhu, D. Chen, and G. Mei. 2022. “Consolidation of unsaturated soil by vertical drain considering smear and well resistance.” Geosynthetics International, 29 (3): 270–281.

[15] Chen, Z., T. Xiao, J. Feng, P. Ni, D. Chen, G. Mei, and Y. Chen. 2021. “Mathematical characterization of pile-soil interface boundary for consolidation analysis of soil around permeable pipe pile.” Canadian Geotechnical Journal, 58 (9): 1277–1288.

[16] Chen, Z., P. Ni, G. Mei, and Y. Chen. 2021. “Semi-analytical solution for consolidation of ground with partially penetrating PVDs under the free-strain condition.” Journal of Engineering Mechanics, 147 (2): 04020148.

[17] Chen, D., P. Ni, X. Zhang, Z. Chen*, G. Mei, and J. Feng. 2021. “Consolidation theory of unsaturated soils with vertical drains considering well resistance and smear effect under time-dependent loading.” Journal of Engineering Mechanics, 147 (9): 04021055.

[18] Wang, X., W. Tan, P. Ni, Z. Chen*, and S. Hu. 2020. “Propagation of settlement in soft soils induced by tunneling.” Tunnelling and Underground Space Technology, 99: 103378.

[19] Wang, S., P. Ni, Z. Chen*, and G. Mei. 2020. “Consolidation solution of soil around a permeable pipe pile.” Marine Georesources & Geotechnology, 38 (9): 1097–1105.

[20] Huang, Y., T. Li, X. Fu, and Z. Chen. 2020. “Analytical solutions for the consolidation of unsaturated foundation with prefabricated vertical drain.” International Journal for Numerical and Analytical Methods in Geomechanics, 44 (17): 2263–2282.

[21] Feng, J., P. Ni, Z. Chen, G. Mei, and M. Xu. 2020. “Positioning design of horizontal drain in sandwiched clay-drain systems for land reclamation.” Computers and Geotechnics, 127: 103777.

[22] Chen, Z., P. Ni, Y. Chen, and G. Mei. 2020. “Plane-strain consolidation theory with distributed drainage boundary.” Acta Geotechnica, 15 (2): 489–508.

[23] Zhou, F., Z. Chen*, and X. Wang. 2018. “An equal-strain analytical solution for the radial consolidation of unsaturated soils by vertical drains considering drain resistance.” Advances in Civil Engineering, 2018 (1): 5069159.

EI论文：

[01] 李天义, 孙德安, 傅贤雷, 陈 征, 汪 磊, 杜延军. (2024). 考虑时变污染源与土工膜破损的污染物二维迁移特性. 岩土工程学报, 46(11), 2450-2456.

[02] 徐进, 杨伟涛, 陈征, 王少伟. (2021). 水位下降诱发含水层–弱透水层1维黏弹性固结分析. 工程科学与技术, 53(5), 89-97.

[03] 陈征, 张峰, 陈益峰, 胡少伟, 梅国雄. (2020). 排水通道分布式布设下双层地基平面应变固结分析. 工程力学, 37(1), 135-144.

[04] 李红坡, 梅国雄, 肖涛, 陈征*. (2020). 涂抹区重叠竖井地基固结特性研究. 岩土力学, 41(5), 1560-1566.

[05] 蒙宇涵, 张必胜, 陈征*, 梅国雄. (2020). 线性加载下含砂垫层地基固结分析. 岩土力学, 41(2), 461-468.

[06] 李红坡, 陈征, 冯健雪, 蒙宇涵, 梅国雄. (2020). 双层地基水平排水砂垫层位置优化研究. 岩土力学, 41(2), 437-444.

[07] Ni, P., S. Wang, G. Mei, Z. Chen, and M. Xu. 2019. “Marine corrosion behavior of a novel pipe pile based on the principle of convection.” In 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. Taipei, Taiwan. Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. pp. 1-4.

[08] 冯健雪, 陈征, 李勇义, 梅国雄. (2019). 连续排水边界条件下考虑自重的地基一维固结分析. 工程力学, 36(5), 184-191.

[09] 冯健雪, 陈征, 李勇义, 梅国雄. (2019). 连续排水边界条件下线性加载地基一维固结解析解. 工程力学, 36(6), 219-226.

[10] 蒙宇涵, 陈征, 冯健雪, 李红坡, 梅国雄. (2019). 初始孔压非均布下一维地基砂垫层优化研究. 岩土力学, 40(12), 4793-4800.

[11] 徐进, 王旭东, 陈征. (2015). 考虑潜水的三维地下水流半解析数值方法. 岩土工程学报, 37(12), 2286-2291.