黄昕博士 助理研究员


        姓名:黄昕              性别:男                  
        籍贯: 福建省南平市            出生年月:1985-07-22 
        E-mail: xhuang@tongji.edu.cn  Tel: +86-17702118387 

       2003.9-2008.6 同济大学土木工程学院隧道与地下建筑工程方向 获工学学士学位 
       2008.9-2011.3 同济大学地下建筑与工程系隧道与地下工程专业 获工学硕士学位
       2011.9 -2014.9 香港大学(HKU)与英国帝国理工学院(ICL)联合培养博士


    离散单元法(DEM)及其在岩土工程中的应用
    非连续岩体力学特性及开挖响应
    隧道工程施工控制及新型施工工艺研究


        2015.3至今 同济大学土木工程学院地下建筑与工程系 助理研究员


        中国岩石力学与工程学会青年工作委员会 秘书长
        ASCE Journal of Geotechnical and Geoenvironmental Engineering, Proceedings of The Royal Society A: Mathematical, Physical and Engineering Sciences, Granular Matter等国际知名期刊独立审稿人


        循环荷载下饱和砂土结构变化的微观试验和离散单元模拟. 国家自然科学基金青年科学基金项目,批准号:51509186。2016.1-2018.12(主持)


       期刊
1.    Huang, X., O’Sullivan, C., Hanley, K.J. & Kwok, C.Y. (2015) Partition of the contact force network obtained in discrete element simulations of element tests. Computational Particle Mechanics. (SCI刊源,已录用)
2.    Zhang, Z.X., Wang, S.F. & Huang, X. (2015) TBM-block interaction during TBM tunnelling in rock masses: block classification and identification. International Journal of Geomechanics.(SCI刊源,已录用)
3.    Hanley, K.J., O’Sullivan & Huang, X. (2015) Particle-scale mechanics of sand crushing in compression and shearing using DEM. Soils and Foundations. http://dx.doi.org/10.1016/j.sandf.2015.09.011 (SCI刊源,已录用)
4.    Lopera Perez, J.C., O’Sullivan, C., Kwok, C.Y., Hanley, K.J. & Huang, X. (2015) Assessing the quasi-static conditions for shearing in granular media from within the critical state soil mechanics framework. Soils and Foundations. (SCI刊源,已录用)
5.    Hanley, K.J., O’Sullivan, C., Wadee, M.A. & Huang, X. (2015) Use of elastic stability analysis to explain the stress-dependent nature of soil strength. R. Soc. open sci. 2: 150038.
6.    Lopera Perez, J.C., O’Sullivan, C., Kwok, C.Y., Hanley, K.J. & Huang, X. (2015) On the conditions for quasi-static shearing in granular media. Géotechnique Letters. 5, 96-103. (SCI)
7.    Huang, X., Hanley, K.J., O’Sullivan, C. & Kwok, C.Y. (2014) Effect of sample size on the response of DEM samples with a realistic grading. Particuology, 15, 107-115. (SCI)
8.    Hanley, K.J., Huang, X., O’Sullivan, C. & Kwok, C.Y. (2014) Temporal variation of contact networks in granular materials. Granular Matter. 16(1), 41-54. (SCI)
9.    Huang, X., Hanley, K.J., O’Sullivan, C. & Kwok, C.Y. (2014) Influence of inter-particle friction on critical state behaviour. International Journal for Numerical and Analytical Methods in Geomechanics. 38(12), 1276-1297. (SCI)
10.    Huang, X., Hanley, K.J., O'Sullivan, C. & Kwok, C.Y. (2013) Numerical study of the effect of intermediate stress ratio on the critical-state behaviour of granular materials. Granular matter. 16, 641-655. (SCI)
11.    Huang, X., Hanley, K.J., O’Sullivan, C. & Kwok, C.Y. (2014) DEM study of the state parameter. Géotechnique. 64(12), 954-965. (SCI)
12.    Zhang, Z.X., Xu, Y., Kulatilake, P.H.S.W. and Huang, X. (2012) Physical model test and numerical analysis on the behavior of stratified rock masses during underground excavation, International Journal of Rock Mechanics and Mining Science. 49: 134-147. (SCI)
13.    张子新, 徐营, 黄昕. (2010) 块裂层状岩质边坡稳定性极限分析上限解. 同济大学学报 (自然科学版), 38(5): 656-663 (EI刊源)
14.    张子新, 胡欣雨, 黄昕. (2010) 一类特殊的泥水盾构掘进绿色泥浆实验研究. 同济大学学报(自然科学版), (11):1574-1578. (EI刊源)
15.    黄昕, 张子新, 徐营. (2009) 块裂层状岩质边坡稳定性研究. 地下空间与工程学报, 5(5): 941-945

       会议
1.    Huang, X., O’Sullivan, C., Hanley, K. J., & Kwok, C. Y. (2014). Capturing the state-dependent nature of soil response using DEM. In The International Symposium on Geomechanics from Micro to Macro (IS-Cambridge 2014). Cambridge, UK
2.    Hanley, K. J., O’Sullivan, C., & Huang, X. (2014). Investigation of Christensen ’ s two-parameter failure criterion for brittle materials. In The International Symposium on Geomechanics from Micro to Macro (IS-Cambridge 2014). Cambridge, UK.
3.    Lopera Perez, J. C., Kwok, C. Y., O’Sullivan, C., Hanley, K. J., & Huang, X. (2014). Instability in granular materials - A Micromechanical Investigation. In The International Symposium on Geomechanics from Micro to Macro (IS-Cambridge 2014). Cambridge, UK.
4.    Lopera Perez, J.C., Kwok, C.Y.,  O’Sullivan, C., Hanley, K.J. & Huang, X. (2014) Static liquefaction and instability in granular media subjected to monotonic loading. 10th International Workshop on Bifurcation & Degradation in Geomaterials. 28-30 May 2014, Hong Kong
5.    Huang, X., Hanley, K.J., O’Sullivan, C., Kwok, C.Y. & Tham, L.G. (2013). Effects of inter-particle friction on critical state behaviour of granular materials: a numerical study. In III International Conference on Particle-based Methods – Fundamentals and Applications, Stuttgart, Germany
6.     Hanley, K.J., Huang, X., O’Sullivan, C. & Kwok, C.Y. (2013). Challenges Of Simulating Undrained Tests Using The Constant Volume Method In Powders and Grains, Sydney, Australia, pp. 277-280 doi:http://dx.doi.org/10.1063/1.4811921
7.     Huang, X., Hanley, K.J., O’Sullivan, C. & Kwok, C.Y. (2013). Micro-scale study on specimen size effects in DEM simulations of granular assemblies subjected to triaxial loading. In Experimental Micromechanics for Geomaterials, Joint workshop of the ISSMGE TC101-TC105. Hong Kong
8.    Huang, X., Kwok, C.Y., O’Sullivan C. & Tham, L.G. (2012). A micro mechanical study on the critical-state behavior of a granular assemblage with a realistic grading. In the International Conference on Geomechanics and Engineering, Seoul, Korea


        受国际知名岩土期刊International Journal for Numerical and Analytical Methods in Geomechanics主编Prof Felix Darve之邀与帝国理工导师Dr O’Sullivan和Dr Hanley基于博士期间研究成果合作撰写一部英文专著:Catherine O’Sullivan, Kevin J. Hanley & Xin Huang. The critical state framework for soil behaviour: New insight from DEM Simulations. ISTE Wiley (拟完成时间2016年6月)


1.    泥水盾构穿越砂性土层适用泥浆及其制备方法(发明人:张子新;胡欣雨;黄昕 专利号:ZL 2008 1 0040511.0)
2.    一种泥水平衡式环形盾构机 (发明人:张子新;黄昕;胡欣雨 专利号:ZL 2009 1 0200068.3)
3.    一种隧道及地下工程多功能模型试验系统(发明人:张子新;石振明;黄昕;雷庆华 专利号:ZL 2010 1 0159472.3)