姓    名:程 壮

性    别:男

出生年月:1988年10月

职    称:特任副研究员(副教授)/硕导

学    历:博士研究生

学    位:工学博士学位

邮    箱:zhuangcheng@whut.edu.cn

教育与工作经历:

2021.12至今，武汉理工大学，特任副研究员，硕士生导师

2018.09~2021.04香港城市大学，历任博士后、助理研究员、副研究员

2014.09~2018.06香港城市大学，博士(岩土工程)

2013.07~2014.06浙江大学， 科研助理

2006.09~2013.06三峡大学， 学士(土木工程)、硕士(岩土工程)

主要研究方向:

岩土材料多尺度力学行为测试方法、颗粒材料数值模拟方法、岛礁岩土工程

代表性科研项目:

国家自然科学基金资助项目:基于多尺度试验与数值方法的钙质砂地基桩-土相互作用机理研究, 2023.01-2025.12，主持

中央高校基本科研业务费专项资金:橡胶加筋土的多尺度力学行为研究, 2022.01-2023.10，主持

国家自然科学基金资助项目:考虑颗粒形态效应的砂土破碎微观力学机理研究, 2018.01-2022.12，参与

香港研资局资助项目:Micromechanical Investigation of Sands Using Machine Learning Methods, 2021.01-2023.12, 参与

香港研资局资助项目:Tackling Particle Morphology in the Micromechanical Study of Crushable Sands: A Combined Experimental, Theoretical and Numerical Approach, 2017.01-2020.12, 参与

教学课程:

本科生课程:《岩土工程数值计算》、《专业导论》等

研究生课程:《专业外语》、《土木工程结构分析软件应用与实践》等

主要成果简述:

程壮，博士，入选2023年武汉市“武汉英才优秀青年人才”，主要从事岛礁岩土工程和颗粒材料多尺度力学行为试验方法与数值模拟研究。在颗粒材料宏微观多尺度力学行为测试、数字图像处理方法、颗粒形状表征以及离散介质材料力学行为数值模拟等领域取得了一系列研究成果。近年来主持/参与国家自然科学基金、国家重点研发计划、香港研资局项目和中央高校基本科研业务费专项资金项目等课题7项，在Géotechnique, Engineering Geology, International Journal for Numerical and Analytical Methods in Geomechanics, Computers and Geotechnics, Acta Geotechnica,和Soils and Foundations等岩土领域国际著名SCI期刊上发表学术论文20余篇，获英国土木工程师学会“Early Career Award”(2023)、中国分析测试协会“CAIA奖科学技术一等奖”(2023)和香港工程师学会“Ringo Yu Prize for Best PhD Thesis in Geotechnical Studies”(2019)等学术奖励。现为Deep Underground Science and Engineering(DUSE)期刊青年编委，教育部学位论文评审专家和Acta Geotechnica, Soils and Foundations, GéotechniqueLetters, Powder Technology, Granular Matter,Journal of Rock Mechanics and Geotechnical Engineering, Expert Systems With Applications, Particuology和Marine Georesources & Geotechnology等SCI期刊审稿专家。

代表性学术期刊论文:

[1] Cheng Z., Wang J., Xu D. & Fan X. (2024). DEM study on the micromechanical behaviour of sand-clay mixtures.Powder Technology, 435, 119400.

[2] Cheng Z., Wang J. & Xiong W. (2023). A machine learning-based strategy for experimentally estimating force chains of granular materials using X-ray micro-tomography. Géotechnique,(In Press).

[3] Cheng Z., Wang J., Zhou B. & Xiong W. (2023). The micro-mechanical behaviour of sand–rubber mixtures under shear: A numerical study based on X-ray micro-tomography. Computers and Geotechnics, 163, 105714.

[4] Xu D., Zhang Z., Qin Y., Liu T. & Cheng Z. (2022). Effect of particle size distribution on dynamic properties of cemented coral sand under SHPB impact loading. Soil Dynamics and Earthquake Engineering,162, 107438

[5] Zhou B., Ku Q., Li C., Wang H., Dong Y. & Cheng, Z. (2022). Single-particle crushing behaviour of carbonate sands studied by X-ray microtomography and a combined finite–discrete element method. Acta Geotechnica, 17 (8), 3195-3209.

[6] Cheng Z. & Wang, J. (2021) An investigation of the breakage behaviour of a pre-crushed carbonate sand under shear using X-ray micro-tomography.Engineering Geology,106286

[7] Cheng Z. & Wang, J (2021). Estimation of contact forces of granular materials under packing using a machine learning model.Granular Matter. https://doi.org/10.1007/s10035-021-01160-z

[8] Wu M. Wang J. Russell A. & Cheng Z. (2020). DEM modeling of mini-triaxial test based on one-to-one mapping of sand particles.Géotechnique,1-14 , https://doi.org/10.1680/jgeot.19.P.212

[9] Cheng Z., Li W. & Wang J. (2020). The micromechanical behavior of sand-rubber mixtures under shear: An experimental study based on X-ray micro-tomography. Soils and Foundations. 60(5), 1251-1268

[10] Cheng Z. & Wang J. (2018)Quantification of particle crushing in consideration of grading evolution of granular soils in biaxial shearing: A probability-based model. International Journal for Numerical and Analytical Methods in Geomechanics. 42, 488-515.

[11]. Cheng Z. & Wang J. (2018) A particle-tracking method for experimental investigation of kinematics of sand particles under triaxial compression. Powder Technology, 328，436-451

[12]. Cheng Z. & Wang J. (2018) Experimental investigation of inter-particle contact evolution of granular materials using X-ray micro-tomography. Soils and Foundations. 58(6), 1492-1510.

[13]. Cheng Z. & Wang J. (2019) Quantification of the strain field of sands based on X-ray micro-tomography: A comparison between a grid-based method and a mesh-based method. Powder Technology 344: 314-334.

[14]. Cheng Z. & Wang J. (2020). Improved region growing method for image segmentation of three-phase materials. Powder Technology, 368(15), 80-89

[15]. Cheng Z., Wang J. (2019). Investigation of the fabric evolution and the stress-transmission behavior of sands based on X-ray CT images.Advanced Powder Technology. 30(9), 1858-1869.

[16]. Cheng Z., Zhou B. & Wang J. (2020). Tracking particles in sands using particle shape parameters. Advanced Powder Technology, 31(5), 2005-2019

[17]. Cheng Z., Wang J., Coop M.R. and Ye, G.L. (2020) A miniature triaxial apparatus for investigating the micromechanics of granular soils with in-situ X-ray micro-tomography scanning. Frontiers of Structural and Civil Engineering, 14(2), 357–373.

[18]. Cheng Z., Wang J. (2019). Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear Using Synchrotron X-Ray Micro-Tomography. Journal of Visualized Experiments, (151), e60322

[19]. Li, J., Wang, L., Wang, X., Wang, R., Cheng, Z., & Dang, L. (2010). Research on unloading nonlinear mechanical characteristics of jointed rock masses. Journal of Rock Mechanics and Geotechnical Engineering, 2(4), 357-364.

    [20].程壮，用于颗粒土微观力学行为试验的微型三轴试验仪[J].岩土力学，2018, 39(3): 1123-1129.

对研究生的期待:

1.热爱生活，乐观积极，有上进心

2.对科研有浓厚的兴趣，善于思考

3.求真务实，有责任心，有毅力

可接收武汉理工大学本部学硕(专硕)/海南专项/襄阳专项的研究生，欢迎对岛礁岩土工程、岩土工程数值模拟和试验方法有兴趣的同学联系!