1. Zhou W., Xu M. (2025) DEM analysis of the influence of particle shape on the small-strain stiffness of granular materials, Computers and Geotechnics.
2. Cheng X., Xu M., He C.(2024) Analytical Solution of Terzaghi’s Ground Arch Model for Loads on Circular Tunnels, International Journal of Geomechanics, 04024279
3. Xu M., and Shen D. (2024) Influence of erosion voids and traffic loads on buried large-diameter reinforced concrete pipes, Underground Space,17, 120–131
4. Xu M., and Jin D. (2024) Prediction of the long-term deformation of high rockfill geostructures using a hybrid back-analysis method, Geomechanics and Engineering, 36(1),83-97
5. Zhou W., Xu M. (2024) Microscopic analysis of the nonlinear stiffness of granular materials at small-to-medium strain, Computers and Geotechnics, 165: 105859
6. Xu M., Wang X. (2023) DEM simulations of the creep behavior of cemented methane hydrate-bearing sand, Journal of Natural Gas Science and Engineering, 110: 204881
7. Xu M., Jin D., and Zhou W.(2022) An experimental study on the time-dependent behavior of crushable granular materials using 3D printed particles, Acta Geotechnica, 17, 93-104
8. Hong J., Xu M.* (2021) Numerical investigation of the time size effect of high rockfill geostructures, Transportation Geotechnics, 30: 100613
9. Xu M. and Guo J. (2021) DEM study on the development of the earth pressure of granular materials subjected to lateral cyclic loading, Computers and Geotechnics, 130: 103915
10.Hong J., Xu M.* (2020) DEM study on the undrained mechanical behavior of gassy sand. Acta Geotechnica, 15: 2179–2193.
11.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.
12.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.
13.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.
14.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.
15.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.
16.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.
17.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.
18.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.
19.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.
20.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.
21.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
22.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
23.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
24.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,
25.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
26.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
27.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
28.Xu M., Song E. (2009) Numerical simulation of the shear behavior of rockfills, Computers and Geotechnics, 36(8), 1259-1264
29.Xu M., Song E. & Cao G. (2009) Compressibility of broken rock-fine grain soil mixture, Geomechanics and Engineering, 1(2), 169-178
30.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
31.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
32.Clayton C., Xu M. & Bloodworth A. (2006) A laboratory study of the development of earth pressure behind integral abutments, Géotechnique, 56(8), 561-571.
33.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
34.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
35.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
36.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
37.徐明，刘鹏飞，整体式桥台研究综述，《工程力学》，2016，33（4）：1-8
38.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
39.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
40.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
41.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
42.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
43.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
44.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
45.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
46.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
47.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
48.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
49.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
50.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
51.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
52.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
53.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
54.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
55.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
56.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
*通讯作者
土木工程系暨建设管理系
