Xu M. and Shen D. (2020) The influence of erosion voids on the longitudinal behaviour of a jointed large-diameter reinforced concrete pipeline, Tunnelling and Underground Space Technology, 103: 103494.
Hong J., Xu M.* (2020) DEM study on the undrained mechanical behavior of gassy sand. Acta Geotechnica, 15: 2179–2193.
Xu M., Jin D., Song E., Shen Z., Yang Z., and Fu J. (2019) Full-scale creep test and back-analysis of the long-term settlement of heavy-loaded shallow foundations on a high rockfill embankment, Computers and Geotechnics, Vol 115: 103156.
Xu M., and Liu P. (2019) Response of full-height frame integral abutments subjected to seismic motions, Soil Dynamics and Earthquake Engineering, 121: 356-368.
Xu M., Jin D., Song E., and Shen D. (2018) A rheological model to simulate the shear creep behavior of rockfills considering the influence of stress states, Acta Geotechnica, 13: 1313–1327.
Xu M., Hong J., and Song E. (2018) DEM study on the macro- and micro-responses of granular materials subjected to creep and stress relaxation, Computers and Geotechnics, 102: 111–124.
Xu M., Shen D., and Jin D. (2017) The behaviour of jointed large-diameter reinforced concrete pipeline buried in various ground conditions, Engineering Structures, 153: 354–369.
Xu M., Song E., and Jin D. (2017) A strain hardening model for the stress-path-dependent shear behavior of rockfills, Geomechanics and Engineering, 13(5): 743-756.
Xu M., Hong J., and Song E. (2017) DEM study on the effect of particle breakage on the macro- and micro-behavior of rockfill sheared along different stress paths. Computers and Geotechnics, 89: 113–127.
Xu M., Shen D., and Rakitin B. (2017) The longitudinal response of buried large-diameter reinforced concrete pipeline with gasketed bell-and-spigot joints subjected to traffic loading, Tunnelling and Underground Space Technology, 64: 117–132.
Kong Y., Xu M., and Song E. (2017) An elastic-viscoplastic double-yield-surface model for coarse-grained soils considering particle breakage, Computers and Geotechnics, 85: 59–70.
Xu M., Song E., Jiang H., and Hong J.(2016) DEM simulation of the undrained shear behavior of sand containing dissociated gas hydrate, Granular Matter, 18(4), DOI 10.1007/s10035-016-0675-4.
Rakitin B., and Xu M.* (2015) Centrifuge testing to simulate buried reinforced concrete pipe joints subjected to traffic loading，Canadian Geotechnical Journal, 52(11): 1762-1774
Rakitin B., and Xu M.* (2014) Centrifuge modeling of large diameter underground pipes subjected to heavy traffic loads, Canadian Geotechnical Journal, 51(4): 353–368
Xu M., Song E., Chen J. (2012) A large triaxial investigation of the stress-path-dependent behavior of compacted rockfill, Acta Geotechnica, 7(3):167–175
Bloodworth A. G., Xu M.*, Banks J.R, Clayton C. R. I., (2012). Predicting the earth pressure on integral bridge abutments, ASCE Journal of Bridge Engineering, 17(2), 371-381,
Bloodworth A. G., Cao J, Xu M. (2012) Numerical modelling of shear behaviour of reinforced concrete pile caps, ASCE Journal of Structural Engineering, 138(6), 708-717
Xu M., Clayton C. and Bloodworth A. (2010) Discussion: A new type of integral bridge comprising geosynthetic-reinforced soil wall, Gesynthtetics International, 17(4), 260-271
Clayton C., Xu M., Whiter J., Ham A. & Rust M. (2010) Stresses in cast-iron pipes due to seasonal shrink-swell of clay soils, Water Management, Proceedings of the Institution of Civil Engineers, 163(3), 157-162
Xu M., Song E. (2009) Numerical simulation of the shear behavior of rockfills, Computers and Geotechnics, 36(8), 1259-1264
Xu M., Song E. & Cao G. (2009) Compressibility of broken rock-fine grain soil mixture, Geomechanics and Engineering, 1(2), 169-178
Xu M., Bloodworth A. & Clayton C. (2007) Behavior of a stiff clay behind embedded integral abutments, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133(6), 721-730
Xu M., Clayton C. & Bloodworth A. (2007) The earth pressure behind full-height frame integral abutments supporting granular backfill, Canadian Geotechnical Journal, 44(3), 284-298
Clayton C., Xu M. & Bloodworth A. (2006) A laboratory study of the development of earth pressure behind integral abutments, Géotechnique, 56(8), 561-571.
王璇，徐明*，胶结型含可燃冰砂土剪切特性的离散元模拟，《工程力学》，2020，录用待刊
徐明，宋二祥，沈志平，朱博勤，闫金凯，聂跃平，吴斌，王鸿，付君宜，FAST大型岩溶洼地场地岩土治理关键技术研究，《土木工程学报》，2019，52（3）：87-99
洪隽天，徐明*，不排水条件下可燃冰分解对海底边坡稳定性的影响，《天津大学学报(自然科学与工程技术版)》，2019，52（S1），49-55
申大为，徐明*，刘鹏飞，加筋土整体式桥地震反应研究，《工程力学》，2018, 35(10): 135-143
徐明，刘鹏飞，整体式桥台研究综述，《工程力学》，2016，33（4）：1-8
金德海，徐明*，考虑围压对粗粒土蠕变特性影响的Burgers模型参数修正方法研究，《工程力学》，2016，33（12），135-142
邹文浩，徐明*, 隧道开挖对地面房屋影响的三维数值分析与评估，《岩土工程学报》,2015，37（S2）：202-209
刘鹏飞，徐明*，基坑对场地地震响应影响的数值分析，《地震工程学报》，2016，38（1），116-119
徐明，邹文浩，章龙管, 房屋刚度对隧道开挖引起的土体变形的影响, 《岩石力学与工程学报》,2014第4期, 838-848
石丽峰，徐明*，整体式桥台地震反应机理分析， 《岩土力学》，2014第11期, 3289-3297
姜浩，徐明*，碎石料应力路径大型三轴试验的离散元模拟研究，《工程力学》，2014第10期, 151-180
邹文浩，徐明*, 考虑土体小应变刚度特征时隔断结构保护效果的三维数值分析,《岩土工程学报》, 2013，35 (S1): 203-209
曹光栩，徐明，宋二祥，反映粗粒料应力路径相关性的一种应变硬化模型，《工程力学》, 2013年第4期，83-88
徐明，邹文浩，刘瑶，超大直径泥水盾构在砂土中的开挖面稳定性分析，《土木工程学报》， 2012年第3期，174-181
陈金锋，徐明，宋二祥，曹光栩，不同应力路径下石灰岩碎石力学特性的大型三轴试验研究,《工程力学》， 2012年第8期，195-201
徐明，谢永宁，盾构隧道开挖对邻近单桩基础的影响，《华南理工大学学报(自然科学版)》，2011年第4期，149-155
王海波，徐明，宋二祥，考虑土体小应变特性的一种实用本构模型，《工程力学》，2011年第6期，60-65
王海波，徐明，宋二祥，基于硬化土模型的小应变本构模型，《岩土力学》，2011年第1期，39-43
徐明，整体式桥台后粗粒土填料力学特性的实验研究，《土木工程学报》， 2010年第5期，136-141
徐明，陈金锋，宋二祥，陡坡寺中微风化料的大型三轴试验研究，《岩土力学》，2010年第8期，2496-2500
徐明，宋二祥，粗粒土的一种应变硬化模型，《岩土力学》，2010年第9期，2967-2972
曹光栩，徐明，宋二祥，土石混合料的力学特性，《华南理工大学学报》，2010年第11期， 32-38
王海波，徐明，宋二祥，超前支护的均一化横观各向同性弹性模型，《华南理工大学学报》, 2009年第12期，127-131
徐明，宋二祥，高填方长期工后沉降研究的综述，《清华大学学报（自然科学版）》, 2009年第6期，786-789
土木工程系暨建设管理系
