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个人简介

陈锐,现为哈尔滨工业大学(深圳)教授、博导,主要从事非饱和土力学及应用方面的研究,涉及非饱和土力学的测试技术和基础理论,以及在地质岩土灾害和环境生态岩土工程中的实践应用。已主持40多项科研项目,发表学术论文120余篇,其中SCI收录60余篇,授权发明专利30余项。 教育经历 2001.9–2007.8 获工学博士学位(岩土工程),香港科技大学 学位论文:非饱和土水力滞回-力学的应力相关及耦合特性的试验研究及本构模型 1997.9–2001.8 获工学学士学位(水利水电建筑工程),清华大学 学位论文:孔隙液体对粘性土孔压传递影响的试验研究 研究与工作经历 2019.1 – 教授,哈尔滨工业大学(深圳) 2016.4 – 博士生导师,哈工大深研院 2011.8 – 2018.12 副教授,哈工大深研院土木与环境工程学院 2010.7 – 2018.12 中心主任,哈工大深研院土木与环境工程学院结构与岩土工程研究中心 2008.8 – 2011.7 助理教授,哈工大深研院城市与土木工程学科部 2007.9 – 2008.8 博士后,香港科技大学土木工程系 科研成果及奖励 2010-2014/2016-2021 深圳市地方级人才 2022 中国大坝工程学会技术发明奖二等奖《土体结合带状态相关渗透特性测试装置与技术》 2023 华夏建设科学技术奖二等奖《生态环保型填埋场覆盖系统关键技术研究及应用》

研究领域

非饱和土力学和渗流特性;地质岩土灾害机理与防治;环境及生态岩土工程

近期论文

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Chen R., Liu J.*, Ng C.W.W. & Chen Z.K. 2019. Influence of Slope Angle on Water Flow in a Sloping Three-layer Capillary Barrier Cover under Heavy Rainfall. Soil Science Society of America Journal. (DOI: 10.2136/sssaj2019.05.0135) Chen R., Xu T.*, Zhao Y.R., Deng G.,Qiao J. & Zhou S.D. 2019. Effects of Net Normal Stress on Hydro-mechanical Behaviour of a Kaolinite Clay Soil under Different Suction Paths. Environmental Earth Sciences, Vol. 78: 710. (DOI: 10.1007/s12665-019-8698-x) Chen R., Huang J.W., Chen Z.K., Xu Y., Liu J.* & Ge Y.H. 2019. Effect of Root Density of Wheat and Okra on Hydraulic Properties of an Unsaturated Compacted Loam. European Journal of Soil Science, Vol. 70(3): 493–506. (DOI: 10.1111/ejss.12766) Chen R., Ge Y.H., Chen Z.K.*, Liu J., Zhao Y.R. & Li Z.H. 2019. Analytical Solution for One-dimensional Contaminant Diffusion Through Unsaturated Soils Beneath Geomembrane. 2019. Journal of Hydrology, Vol. 568: 260-274. (DOI: 10.1016/j.jhydrol.2018.10.057) Chen R., Xu T.*, Lei W.D., Zhao Y.R. & Qiao J. 2018. Impact of Multiple Drying–wetting Cycles on Shear Behaviour of an Unsaturated Compacted Clay. Environmental Earth Sciences, Vol. 77: 683. (DOI: 10.1007/s12665-018-7868-6) Lei W.D., Liu C., Qian X.F. & Chen R.* 2018. Iterative Coupling of Precise Integration FEM and TD-BEM for Elastodynamic Analysis. Structural Engineering and Mechanics, Vol.67(4): 317-326. (DOI: 10.12989/sem.2018.67.4.317) Deng G., Cao K., Chen R.*, Zhang X.X., Yin Q. & Zhou H. 2018. A Simple Approach to Evaluating Leakage Through Thin Impervious Element of High Embankment Dams. Environmental Earth Sciences, Vol.77: 25. (DOI: 10.1007/s12665-017-7195-3) Yuan B.X., Chen R.*, Deng G., Peng T., Luo Q.Z. & Yang X.Q. 2017. Accuracy of Interpretation Methods for Deriving p–y Curves from Model Pile Tests in Layered Soils. Journal of Testing and Evaluation, ASTM, Vol.45(4): 1238-1246. (DOI: 10.1520/JTE20150484) Ng C.W.W., Coo J.L., Chen Z.K. & Chen R.* 2016. Water Infiltration into a New Three-Layer Landfill Cover System. Journal of Environmental Engineering, Vol. 142(5). (DOI: 10.1061/(ASCE)EE.1943-7870.0001074) Yuan B.X., Chen R.*, Li J.H., Wang Y.X. & Chen W.W. 2016. A Hydraulic Gradient Similitude Testing System for Studying the Responses of a Laterally Loaded Pile and Soil Deformation. Environmental Earth Sciences, Vol. 75(2): 97. (DOI: 10.1007/s12665-015-4998-y) Chen R., Liu J, Li J.H.* & Ng C.W.W. 2015. An Integrated High-Capacity Tensiometer for Measuring Water Retention Curves Continuously. Soil Science Society of America Journal, Vol. 79: 943–947. (DOI: 10.2136/sssaj2014.11.0438n) Ng C.W.W., Chen Z.K., Coo J.L., Chen R.* & Zhou C. 2015. Gas Breakthrough and Emission Through Unsaturated Compacted Clay in Landfill Final Cover. Waste Management, Vol. 44: 155–163. (DOI: 10.1016/j.wasman.2015.06.042) Ng C.W.W., Liu J., Chen R.* & Coo J.L. 2015. Numerical Parametric Study of an Alternative Three-layer Capillary Barrier Cover System. Environmental Earth Sciences, Vol. 74(5): 4419–4429. (DOI: 10.1007/s12665-015-4462-z) Ng C.W.W, Liu J. & Chen R.* 2015. Numerical Investigation on Gas Emission from Three Landfill Soil Covers under Dry Weather Conditions. Vadose Zone Journal, Vol.14 (8). (DOI: 10.2136/vzj2014.12.0180) Zhou C., Ng C.W.W. & Chen R.* 2015. A Bounding Surface Plasticity Model for Unsaturated Soil at Small Strains. International Journal for Numerical and Analytical Methods in Geomechanics. Vol. 39: 1141–1164. (DOI: 10.1002/nag.2355) Wu Y.D., Liu J. & Chen R.* 2015. An Analytical Analysis of a Single Axially-Loaded Pile Using a Softening Model. Geomechanics and Engineering, Vol. 8(6): 769–781. (DOI: 10.12989/gae.2015.8.6.769) Yuan B.X., Chen R.*, Teng J., Peng T. & Feng Z.W. 2015. Investigation on 3D Ground Deformation and Response of Active and Passive Piles in Loose Sand. Environmental Earth Sciences, Vol. 73(11): 7641–7649. (DOI: 10.1007/s12665-014-3935-9) Liu J., Chen R.* & Ng C.W.W. 2015. Discussion of “Physical and Numerical Study of Lateral Diversion by Three-layer Inclined Capillary Barrier Covers under Humid Climatic Conditions”. Canadian Geotechnical Journal, Vol. 52: 530–531. (DOI: 10.1139/cgj-2014-0548) Ng C.W.W., Liu J., Chen R.* & Xu J. 2015. Physical and Numerical Modeling of an Inclined Three-layer (silt/gravelly sand/clay) Capillary Barrier Cover System under Extreme Rainfall. Waste Management, Vol. 38: 210–221. (DOI: 10.1016/j.wasman.2014.12.013) Chen R., Lei W.D.* & Li Z.H. 2014. Anisotropic Shear Strength Characteristics of a Tailings Sand. Environmental Earth Sciences, Vol. 71: 5165–5172. (DOI: 10.1007/s12665-013-2918-6) Zhan L.T., Yang Y.B., Chen R.*, Ng C.W.W. & Chen Y.M. 2014. Influence of Clod Size and Water Content on Gas Permeability of a Compacted Loess. Canadian Geotechnical Journal, Vol. 51(12): 1468–1474. (DOI: 10.1139/cgj-2014-0126) Zhan L.T., Chen R.* & Ng C.W.W. 2014. Wetting-induced Softening Behavior of an Unsaturated Expansive Clay. Landslides, Vol. 11(6): 1051–1061. (DOI: 10.1007/s10346-013-0449-6) Li J.H., Du L., Chen R.* & Zhang L.M. 2013. Numerical Investigation of the Performance of Covers with Capillary Barrier Effects in South China. Computers and Geotechnics, Vol. 48: 304–315. (DOI: 10.1016/j.compgeo.2012.08.008) Chen R.* & Ng C.W.W. 2013. Impact of Wetting-drying Cycles on Hydro-mechanical Behavior of an Unsaturated Compacted Clay. Applied Clay Science, Vol. 86: 38–46. (DOI: 10.1016/j.clay.2013.09.018) Chen R., Li Z.H. & Li J.H.* 2010. Discussion of “Wetting Front Advancing Column Test for Measuring Unsaturated Hydraulic Conductivity”. Canadian Geotechnical Journal, Vol. 47(10): 1159–1161. (DOI: 10.1139/T10-072) 袁炳祥,吴跃东,陈锐*,冯仲文,汪亦显. 2016. 侧向受荷桩周土体内部位移场的模型试验研究. 浙江大学学报(工学版), Vol. 50(10): 2031–2036. (DOI: 10.3785/j.issn.1008-973X.2016.10.026) 陈锐,王若宣,刘坚*,邓刚. 节点自适应无网格法在非饱和土瞬态渗流分析中的应用. 土木工程学报,Vol.48(S2): 12-16. 陈锐*,刘坚,吴宏伟,乔劼. 2013. 一种装配式新型张力计的研制. 岩土力学, Vol.34(10): 3028-3032. 陈锐*,陈中奎,张敏,邓刚. 2013. 新型高量程张力计在吸力量测中的应用. 水利学报, Vol.44(6): 743-747 . 吴宏伟*,陈锐. 2006. 非饱和土试验中的先进吸力控制技术. 岩土工程学报, Vol.28(2): 123-128. 会议文章 Liu J., Chen R., Zhan T.L.T., Li Z.Q. & Ng C.W.W. 2015. Feasibility investigation of a local weathered soil as final cover material for a landfill in south China. Proc. 6th Asia-Pacific Conference on Unsaturated Soils, 23 - 26 Oct., Guilin, China: 811–816. 陈锐,吴宏伟,刘坚,徐洁. 2012. 湿润气候下全天候覆盖系统防渗性能的数值分析. 第一届全国岩土多场相互作用及环境土工学术研讨会论文集,487-492. Zhang, Y.L., Chen, R., Li, J.H. & Xu, J.. 2011. Evaluating the accuracy of unsaturated hydraulic conductivity determined by instantaneous profile method. Proc. 5th Asia-Pacific Conference on Unsaturated Soils, 14-16 Nov., Pattaya, Thailand: 403-407. Wang, Y.B., Wang, S.J., Li, L., Chen, R., Zhang, X.Z. & Lei, W.D. 2011. Potential of potassium silicate reinforcement technique for earthen relics protection in moist areas regarding shear strength of unsaturated soil. Proc. 5th Asia-Pacific Conference on Unsaturated Soils, 14-16 Nov., Pattaya, Thailand: 515-519. Li, Z.H., Chen, R. & Lei, W.D. 2010. Evaluation of stability of tailings dam based on evolutionary artificial neural network. Deep and Underground Excavations, ASCE Geotechnical Special Publication No. 206: 114-119. (EI: 20104613381326) Li, L., Wang, S.J., Chen, R., Ng, C.W.W. & Li, Z.X. 2009. The reinforcement mechanism and effect of potassium silicate solutions in an unsaturated loess soil subjected to saturation. Proc. 17th ICSMGE, 5-9 Oct., Alexandria, Egypt: DOI: 10.3233/978-1-60750-031-5-789. Li, L., Wang, S.J., Chen, R., Ng, C.W.W. & Li, Z.X. 2008. Shear strength of an unsaturated loess soil reinforced by potassium silicate upon saturation. Proc. International Symposium on Conservation of Ancient Sites 2008, 22-24 Sept., Dunhuang: 291-295. Ng, C.W.W. & Chen, R. 2008. 主题报告: Recompacted, natural and in-situ properties of unsaturated decomposed geomaterials. Proc. of the 3rd International Conference on Site Characterization (TC16), 1-4 April, Taipei: 117-137. (ISTP:000267286900007; EI: 20111013725781) Chen, R. & Ng, C.W.W. 2007. Influence of duration of suction equalization on subsequent shearing of an unsaturated soil. Proc. 3rd Asian Regional Conference on Unsaturated Soils, 21-23 April, Nanjing, China: 457-462. Chen, R. & Ng, C.W.W. 2005. Wetting and anisotropic consolidation behaviour of an expansive clay. Proc. International Symposium on Advanced Experimental Unsaturated Soil Mechanics (TC6), 27-29 June, Trento, Italy: 157-162. 吴宏伟,陈锐. 2005. 水平报告:非饱和土试验中的先进吸力控制技术. 第二届全国非饱和土学术研讨会论文集, 杭州: 144-167.

学术兼职

2011- 函评专家,国家自然科学基金、广东省自然科学基金、浙江省自然科学基金 2009- 审稿人,《Geotechnique》、《Canadian Geotechnical Journal》、《Landslides》、《Engineering Geology》、《Waste Management》、《Environmental Earth Sciences》、《浙江大学学报(工学版)》 、《中南大学学报(自然科学版、英文版)》、《Vadose Zone Journal》、《Geomechanics and Engineering》等期刊 2012- 委员,中国土木工程学会土力学及岩土工程分会环境土工专业委员会

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