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    土木工程系
    陳征 副教授
    時間:2022年12月06日 12:22 點擊:


陳 征

博士/副教授/碩、博士生導師


聯系方式

E-mail:geozhengchen@gmail.comzhengchen@hainanu.edu.cn

歡迎岩土、力學等方向研究生報考!

通訊地址:海南省海口市美蘭區人民大道58号365英国上市官网在线

郵政編碼:570228


基本情況

陳征,男,1989年生,江蘇盱眙人。2021年博士畢業于武漢大學水工結構工程專業,現為365英国上市官网在线副教授,海南省“D”類高層次人才。長期從事軟土地基處理、地下水滲流、環境岩土、海洋岩土等領域的教學及科研工作。主持國家自然科學基金青年基金項目、海南省自然科學基金青年科學基金項目、海南省自然科學基金高層次人才項目、教育部重點實驗室開放基金項目等縱向課題5項。在《Journal of Geotechnical and Geoenvironmental Engineering》、《Canadian Geotechnical Journal》、《Acta Geotechnica》、《Tunnelling and Underground Space Technology》、《Computers and Geotechnics》、《岩土工程學報》等國内外知名SCI/EI期刊發表論文30餘篇。


現任職務

365英国上市官网在线副教授,碩、博士研究生導師


研究方向

[1] 地基處理

[2] 地下水滲流

[3] 環境岩土

[4] 海洋岩土


主講課程

[1] 理論力學

[2] 彈性力學與有限元

[3] 數值分析

[4] 岩土工程理論與應用


國家級及省級科研項目

[1] 國家自然科學基金青年科學基金項目(52408358),“局部開孔管樁複合地基承載變形機理及優化設計研究”,30萬,2025.01-2027.12,項目負責人。

[2] 海南省自然科學基金高層次人才項目(524RC476),“透水管樁複合地基固結特性及承載力時效性研究”,10萬,2024.03-2027.02,項目負責人;

[3] 海南省自然科學基金青年科學基金項目(523QN213),“疏浚淤泥加固工程中水平排水闆空間布設優化研究”,6萬,2023.03-2026.02,項目負責人


教育經曆

2007.09-2011.07 南京工業大學 交通工程 本科/學士

2012.09-2015.07 南京工業大學 岩土工程 碩研/碩士

2016.09-2021.07 武漢大學 水工結構工程 博研/博士

2019.11-2020.12 南洋理工大學 Research Fellow


發表論文

SCI論文:

[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論文:

[01] 李天義, 孫德安, 傅賢雷, , , 杜延軍. (2024). 考慮時變污染源與土工膜破損的污染物二維遷移特性. 岩土工程學報, 46(11), 2450-2456.

[02] 徐進, 楊偉濤, 陳征, 王少偉. (2021). 水位下降誘發含水層–弱透水層1維黏彈性固結分析. 工程科學與技術, 53(5), 89-97.

[03] 陳征, 張峰, 陳益峰, 胡少偉, 梅國雄. (2020). 排水通道分布式布設下雙層地基平面應變固結分析. 工程力學, 37(1), 135-144.

[04] 李紅坡, 梅國雄, 肖濤, 陳征*. (2020). 塗抹區重疊豎井地基固結特性研究. 岩土力學, 41(5), 1560-1566.

[05] 蒙宇涵, 張必勝, 陳征*, 梅國雄. (2020). 線性加載下含砂墊層地基固結分析. 岩土力學, 41(2), 461-468.

[06] 李紅坡, 陳征, 馮健雪, 蒙宇涵, 梅國雄. (2020). 雙層地基水平排水砂墊層位置優化研究. 岩土力學, 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] 馮健雪, 陳征, 李勇義, 梅國雄. (2019). 連續排水邊界條件下考慮自重的地基一維固結分析. 工程力學, 36(5), 184-191.

[09] 馮健雪, 陳征, 李勇義, 梅國雄. (2019). 連續排水邊界條件下線性加載地基一維固結解析解. 工程力學, 36(6), 219-226.

[10] 蒙宇涵, 陳征, 馮健雪, 李紅坡, 梅國雄. (2019). 初始孔壓非均布下一維地基砂墊層優化研究. 岩土力學, 40(12), 4793-4800.

[11] 徐進, 王旭東, 陳征. (2015). 考慮潛水的三維地下水流半解析數值方法. 岩土工程學報, 37(12), 2286-2291.


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