English Version
团队成员
骨干教师

程青


职称:副教授

地址:南京市栖霞区仙林大道163号朱共山楼

电话:

传真:

邮箱:chengqing@nju.edu.cn

单位:南京大学地球科学与工程学院


个人简介

程青,博士,副教授。入选中国科协青年托举人才(2022),江苏省“双创博士”(2019)。现任国际环境岩土工程学会秘书、江苏省力学学会岩土力学专业委员会副秘书长、中国土木工程学会土力学与岩土工程分会青年工作委员会委员等。主要从事生态工程地质方面的研究,重点关注气候作用下工程土体的变形响应和大气-植被-土体的相互作用。

主持国家自然科学基金青年项目、面上项目、国家重大研发计划子课题等科研项目;在GéotechniqueEngineering GeologyCanadian Geotechnical Journal等领域内国际主流期刊上发表SCI论文60余篇;授权/申请发明专利9项。

2022年度教育部自然科学一等奖(排名第3)、2023年第四届全国大学青年教师地质课程教学比赛特等奖、2022年国际环境岩土工程学会“Hsai-Yang Fang最佳论文奖”、2023年南京大学“育教融合奖”等。


主要经历

  

2010.09-2014.06, 河海大学,学士

2014.09-2017.08, 香港科技大学博士 (导师:英国皇家工程院院士吴宏伟教授)

2017.09-2018.09, 香港科技大学,访问学者

2018.10-2021.01, 南京大学,助理研究员

2021.02-至今南京大学,副教授



兴趣领域

  • 饱和/非饱和土力学

  • 极端气候作用下土体的工程性质响应

  • 生态调控措施及作用机制

  • 大气-植被-土体互馈作用及环境灾害效应


科研项目

  

  1. 国家自然科学基金面上项目,大气-植被共同作用下土体干缩裂隙的发育与演化机制研究,主持

  2. 国家重点研发计划专题,低渗透地层中非水相污染物三维展布特征及源汇机制,主持

  3. 国家自然科学基金青年项目,水-热耦合条件下压实黏性土干缩裂隙发育过程及理论模型研究,主持

  4. 江苏省自然科学基金面上项目,植被土蒸发-收缩-开裂互馈过程与机理研究,主持

  5. 成都理工地质灾害防治与地质环境保护国家重点实验室开放基金,基于微生物矿化作用的黄土水土流失防治研究,主持


代表论文

2024

1.         Cheng, Q.*Zhang, S. X., Tang, C. S., Tian, B. G., Shi, B. (2025) Thermal effects on tensile strength of a compacted soil. Canadian Geotechnical Journal, 10.1139/cgj-2023-0487

2.         Cheng, Q., Gu, Y. D.*, Tang, C. S.*, Zhang, X. Y., Shi, B. (2024) Desiccation cracking behaviour of a vegetated soil incorporating planting density. Canadian Geotechnical Journal, 61(1), 165-173.

3.         Cheng, Q., Tang, C. S.*, Rong, D. Z., Li, H. D., Shi, B. (2024) Effects of compaction state on structural strength of a clayey soil in micropenetrometer tests. Acta Geotechnica, 19, 2907-2918.

4.         Li, C. Y., Cheng, Q.*, Tang, C. S., Gu, Y. D., Cui, L. X., Guo, H. W. (2024) Effects of layer thickness on desiccation cracking behaviour of a vegetated soil. Biogeotechnics, 2 (2), 100068.

5.         Zeng, Z. J., Tang, C. S.*, Cheng, Q.*, An, N., Yang, Z. M., Gong, X. L., Chen, X. Y. (2024) Field and numerical investigation of soil hydro-thermal response to the climatic conditions in southern China considering soil heterogeneity. Engineering Geology, 329, 107401.

6.         Zeng, Z. J., Tang, C. S.*, Cheng, Q.*, An, N., Chen, X. Y., Luo, Z. Q., Shi, B. (2024)Numerical Analysis of Environmental Influences on Evaporation in a Cracked Soil Slope. Computers and Geotechnics, 168, 106126.

7.         Xu, J. J., Tang, C. S.*, Cheng, Q.*, Vahedifard, F., Liu, B., Shi, B. (2024) Monitoring and early detection of soil desiccation cracking using distributed fiber optical sensing. Géotechnique, 74 (5), 7431-442.

8.         Cai, Z. L., Tang, C. S.*, Cheng, Q.*, Shi, B. (2024) Fracture morphology of desiccation cracks in clayey soil. Canadian Geotechnical Journal, 61(9), 1955-1967.

2023

9.         谷英东,程青*,唐朝生,施斌 (2023) 不同干密度条件下植被土干缩开裂特性试验研究岩土工程学报, 45(11), 2420-2428.

10.     Yang, Z. M., Cheng, Q.*, Tang, C. S.*,Tian, B. G., Zhang, X. Y. (2023) Coupled effects of temperature and relative humidity on desiccation curling of a clayey soil. Engineering Geology, 327, 107370.

11.     Tian, B. G., Cheng, Q.*, Tang, C. S.*, Shi, B. (2023) Healing behaviour of desiccation cracks in a clayey soil subjected to different wetting rates. Engineering Geology, 313, 106973.

12.     Tang, C. S.*, Cheng, Q.*, Gong, X. P., Shi, B., Inyang, H. I. (2023) Investigation on Microstructure Evolution of Clayey Soils: A Review Focusing on Wetting/Drying Process. Journal of Rock Mechanics and Geotechnical Engineering, 15, 268-284.

13.     Zeng, Z. J., Tang, C. S.*, Cheng, Q.*, An, N., Chen, X. Y., Shi, B. (2023) A numerical model of water evaporation from cracked soil. Computers and Geotechnics, 162, 105641.

2022

14.     Cheng, Q., Tang, C. S.*, Lin, Z. Z., Shi, B. (2022) Measurement of water content at bare soil surface with infrared thermal imaging technology. Journal of Hydrology, 615, 128715.

15.     Tian, B. G., Cheng, Q.*, Tang, C. S.*, Zeng, H., Xu, J. J., Shi, B. (2022) Effects of compaction state on desiccation cracking behaviour of a clayey soil subjected to wetting-drying cycles. Engineering Geology, 302, 106650.

16.     Tang, C. S.*, Cheng, Q.*, Lin, L., Zeng, H., Shi, B. (2022) Study on the dynamic mechanism of soil desiccation cracking by surface strain/displacement analysis. Computers & Geotechnics, 152, 104998.

17.     Xu, J. J., Tang, C. S.*, Cheng, Q.*, Xu, Q. L., Inyang, H. I., Lin, Z. Y., Shi, B. (2022) Investigation on desiccation cracking behavior of clayey soils with a perspective of fracture mechanics: a review. Journal of Soils and Sediments, 22, 859-888.

18.     Zeng, H., Tang, C. S.*, Cheng, Q.*, Zhu, C., Lin, Z. Z., Yin, L. Y., Shi, B. (2022) Desiccation-induced curling of mud layers: field observations and experimental insights. Engineering Geology, 296, 106458.

19.     Lv, C., Shen, Z., Cheng, Q.*, Tang, C. S.*, Wang, Y., Gu, K. (2022) Effects of biochar and polypropylene fiber on mechanical behavior of cement-solidified sludge. Soil Use and Management, 38, 1667-1678.

20.     Xu, J. J., Zhang, H., Tang, C. S.*, Cheng, Q.*, Liu, B., Shi, B. (2022) Automatic Soil Desiccation Crack Recognition Using Deep Learning. Géotechnique, 72(4), 337-349.

2021

21.     Cheng, Q., Tang, C. S.*, Xu, D., Zeng, H., Shi, B. (2021) Water infiltration in a cracked soil considering effect of drying-wetting cycles. Journal of Hydrology, 593, 125640.

22.     Cheng, Q., Tang, C. S.* (2021) Coupled effects of matric suction and temperature on the compression behaviour of loess. Environmental Geotechnics, 8(6), 401-407.

2020

23.     Cheng, Q., Zhou, C.*, Ng, C. W. W., Tang, C. S. (2020) Effects of soil structure on thermal softening of yield stress. Engineering Geology, 269,105544.

24.     Cheng, Q.Tang, C. S.*, Zeng, H., Zhu, C.,An, N., Shi, B. (2020) Effects of microstructure on desiccation cracking of a compacted soil. Engineering Geology, 265, 105418.

25.     Cheng, Q., Tang, C. S.*, Chen, Z. G., Zeng, H., Shi, B. (2020) Tensile behavior of clayey soils during desiccation cracking process. Engineering Geology, 279, 105909.

26.     Cheng, Q., Zhou, C., Ng, C. W. W., Tang, C. S.* (2020) Thermal effects on water retention behaviour of unsaturated collapsible loess. Journal of Soils and Sediments, 20(2), 756-762.

27.     Cheng, Q., Tang, C. S.*, Zhu, C., Li, K., Shi, B. (2020) Drying-induced soil shrinkage and desiccation cracking monitoring with distributed optical fiber sensing technique. Bulletin of Engineering Geology and the Environment, 79(8), 3959-3970.

28.     Tang, C. S., Cheng, Q.*, Wang, P., Wang, H.S., Wang, Y., Inyang, H. (2020) Hydro-mechanical behavior of fiber reinforced dredged sludge. Engineering Geology, 276, 105779.

29.     Tang, C. S.*, Cheng, Q.*, Leng, T., Shi, B., Zeng, H., Inyang, H. (2020) Effects of wetting-drying cycles and desiccation cracks on mechanical behavior of an unsaturated soil. Catena, 194, 104721.

30.     Zeng, H., Tang, C. S.*, Cheng, Q.*, Zhu, C., Yin, L.Y., Shi, B. (2020) Drought induced soil desiccation cracking behavior with consideration of basal friction and layer thickness. Water Resources Research, 56(7), e2019WR026948.

31.     Tang, C. S.*, Lin, L., Cheng, Q.*, Zhu, C., Wang, D. W., Lin, Z. Y., Shi, B. (2020) Quantification and Characterizing of soil microstructure features by image processing technique. Computers & Geotechnics, 128, 103817.

2019

32.     Cheng, Q., Ng, C. W. W., Zhou, C.*, Tang, C. S. (2019) A new water retention model that considers pore non-uniformity and evolution of pore size distribution. Bulletin of Engineering Geology and the Environment, 78(7), 5055-5065.

33.     Zeng, H., Tang, C. S.*, Cheng, Q.*, Inyang, H., Rong, D. Z., Lin, L., Shi, B. (2019) Coupling effects of interfacial friction and layer thickness on soil desiccation cracking behavior. Engineering Geology, 260, 105220.

2018

34.     Cheng, Q., Guo, H. W.*, Feng, T. G., Lu, Y. (2018) Volume changes of biochar-amended landfill cover soil under a thermal cycle. Waste Management & Research, 36(12), 1223-1227.

35.     Ng, C. W. W., Cheng, Q.*, Zhou, C. (2018) Thermal effects on yielding and wetting-induced collapse of recompacted and intact loess. Canadian Geotechnical Journal, 55(8), 1095-1103.



 



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