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.