陳鋭

2001.9–2007.8 獲工學博士學位（岩土工程），香港科技大學

學位論文：非飽和土水力滯回-力學的應力相關及耦合特性的試驗研究及本構模型

1997.9–2001.8 獲工學學士學位（水利水電建築工程），清華大學

學位論文：孔隙液體對粘性土孔壓傳遞影響的試驗研究

2019.1 – 教授，哈爾濱工業大學（深圳）

2016.4 – 博士生導師，哈工大深研院

2011.8 – 2018.12 副教授，哈工大深研院土木與環境工程學院

2010.7 – 2018.12 中心主任，哈工大深研院土木與環境工程學院結構與岩土工程研究中心

2008.8 – 2011.7 助理教授，哈工大深研院城市與土木工程學科部

2007.9 – 2008.8 博士後，香港科技大學土木工程系

2011- 函評專家，國家自然科學基金、廣東省自然科學基金、浙江省自然科學基金

2009- 審稿人，《Geotechnique》、《Canadian Geotechnical Journal》、《Landslides》、《Engineering Geology》、《Waste Management》、《Environmental Earth Sciences》、《浙江大學學報(工學版)》 、《中南大學學報（自然科學版、英文版）》、《Vadose Zone Journal》、《Geomechanics and Engineering》等期刊。

2012- 委員，中國土木工程學會土力學及岩土工程分會環境土工專業委員會

非飽和土力學和滲流特性；地質岩土災害機理與防治；環境及生態岩土工程

2018~2021 深圳市科技計劃基礎研究：城市地面沉降和塌陷監測技術研究

2019~2020 香港科技大學：巨石衝擊載荷對混凝土柔性屏障的影響研究

2020~2021 香港科技大學：巨石衝擊荷載對多孔混凝土屏障的影響研究

2020~2023 深圳市科技計劃基礎研究項目：花崗岩殘積土滲流侵蝕特性及控制方法研究

第一發明人：用於測量土中水的水勢的張力計及其組裝方法. 中國發明專利號：ZL2012105540257. 授權公告日期：2015-9-2；

第一發明人：多股管線大內徑的傳感器密封裝置的組裝方法. 中國發明專利號：ZL2013103065516. 授權公告日期：2016-01-06；

第一發明人：一種現場土壤水勢測量儀及其使用方法. 中國發明專利號：ZL2014100217282. 授權公告日期：2016-03-23；

第一發明人：增/脱濕路徑下非飽和土體水力特性參數測量裝置及方法. 發明專利，專利號：ZL 2014100217719. 授權通知日期：2016-03-08

第一發明人：一種非飽和土體水力特性的各向異性測量裝置及測量方法. 發明專利，專利號：ZL 201410024072X. 授權公告日期：2017-01-18.

第一發明人：一種可測流速的高精度低壓氣體發生裝置及其使用方法. 發明專利，專利號：ZL 2014100830623. 授權公告日期：2017-03-15.

第一發明人：軸/徑向變形可測的非飽和水力特性測量裝置及測量方法. 發明專利，專利號：2017101536255. 授權公告日期：2019-08-02.

第一發明人：一種可替換式多層土體狀態參數監測裝置及使用方法. 發明專利，專利號：2017103049973. 申請日期：2017-05-03. 授權公告日期：2019-11-15.

第一發明人：一種雙層結構減震樁及其施工方法. 發明專利，專利號：2017104197135. 申請日期：2017-06-06. 授權公告日期：2019-08-09.

期刊文章（*通訊作者）

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，吳躍東，陳鋭*，馮仲文，汪亦顯. 2016. 側向受荷樁周土體內部位移場的模型試驗研究. 浙江大學學報（工學版）, Vol. 50(10): 2031–2036. (DOI: 10.3785/j.issn.1008-973X.2016.10.026)

陳鋭，王若宣，劉堅*，鄧剛. 節點自適應無網格法在非飽和土瞬態滲流分析中的應用. 土木工程學報，Vol.48(S2): 12-16.

陳鋭*，劉堅，吳宏偉，喬劼. 2013. 一種裝配式新型張力計的研製. 岩土力學, Vol.34(10): 3028-3032.

陳鋭*，陳中奎，張敏，鄧剛. 2013. 新型高量程張力計在吸力量測中的應用. 水利學報, Vol.44(6): 743-747 .

吳宏偉*，陳鋭. 2006. 非飽和土試驗中的先進吸力控制技術. 岩土工程學報, Vol.28(2): 123-128.

會議文章

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.

陳鋭，吳宏偉，劉堅，徐潔. 2012. 濕潤氣候下全天候覆蓋系統防滲性能的數值分析. 第一屆全國岩土多場相互作用及環境土工學術研討會論文集，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. 主題報告: 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.

吳宏偉，陳鋭. 2005. 水平報告：非飽和土試驗中的先進吸力控制技術. 第二屆全國非飽和土學術研討會論文集, 杭州: 144-167. ^[1]