Objects
Kardani, M., Nazem, M., Sheng, D., Carter, J.P.. Pergamon Press; 2013. Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method.
Burton, G. J., Sheng, D., Romero, E.. Taylor & Francis; 2013. Volumetric behavior of unsaturated-reconstituted soils.
Burton, G. J., Pineda, J. A., Sheng, D., Airey, D. W., Zhang, F.. ICE Publishing; 2016. Exploring one-dimensional compression of compacted clay under constant degree of saturation paths.
Zhou, A. N., Sheng, D.. Taylor and Francis; 2014. Modeling density effect on hydro-mechanical behavior of unsaturated soils.
Pineda, J. A., Romero, E., De Gracia, M., Sheng, D.. ICE Publishing; 2014. Shear strength degradation in claystones due to environmental effects.
Teng, J., Sheng, D., Liang, S., Zhang, S.. CRC Press; 2016. A numerical model for heat and moisture migration in unsaturated freezing soil.
Lloret Cabot, M., Pineda, J. A., Sheng, D., Cordao-Neto, M.. CRC Press; 2016. Some remarks on the mechanical yielding of unsaturated soils.
Meng, J., Huang, J., Yao, C., Sheng, D.. Springer; 2018. A discrete numerical method for brittle rocks using mathematical programming.
Sheng, D., Zhou, A.. American Society of Civil Engineers (ASCE); 2010. Fundamentals of unsaturated soil modelling: have we got it right?.
Zhang, S., Teng, J., He, Z., Liu, Y., Liang, S., Yao, Y., Sheng, D.. ICE Publishing; 2016. Canopy effect caused by vapour transfer in covered freezing soils.
Kouretzis, G. P., Ansari, Y., Pineda, J., Kelly, R., Sheng, D.. ICE Publishing; 2015. Numerical evaluation of clay disturbance during blade penetration in the flat dilatometer test.
Zhou, A.-N., Sheng, D., Carter, J. P.. Institute of Civil Engineers (ICE) / Thomas Telford; 2012. Modelling the effect of initial density on soil-water characteristic curves.
Zhang, X., Krabbenhoft, K., Pedroso, D. M., Lyamin, A. V., Sheng, D., Vicente da Silva, M., Wang, D. Pergamon Press; 2013. Particle finite element analysis of large deformation and granular flow problems.
Yang, C., Carter, J. P., Sheng, D.. Taylor & Francis; 2015. On the compression behaviour of structured soils.
Kouretzis, G. P., Ansari, Y., Pineda, J., Sheng, D.. Tsotras; 2015. Simulation of extreme deformation problems in viscoplastic strain-softening clays with the coupled Eulerian-Lagrangian method.
Cai, G. Q., Zhou, A. N., Sheng, D.. CRC Press; 2014. Predicting the dependency of a permeability function on initial density for unsaturated soils.
Zhou, A. N., Sheng, D.. CRC Press; 2010. Yield stress and volume change behaviour of unsaturated soils.
Meng, J., Huang, J., Sheng, D., Sloan, S. W.. Springer; 2017. Granular contact dynamics with elastic bond model.
Sheng, D.. Taylor & Francis; 2011. Constitutive modelling of unsaturated soils: discussion of fundamental principles.
Sheng, D., Sloan, S. W., Yu, H. S.. Springer-Verlag; 2000. Aspects of finite element implementation of critical state models.
Zhou, A. N., Sheng, D.. American Society of Civil Engineers (ASCE); 2013. Modelling hydro-mechanical interactive behaviour of unsaturated soils.
Lloret-Cabot, M., Sheng, D.. CRC Press; 2014. Incremental stress-strain and suction-degree of saturation formulation in unsaturated soils.
Nazem, M., Kardani, M., Carter, J. P., Sheng, D.. Pergamon Press; 2012. A comparative study of error assessment techniques for dynamic contact problems of geomechanics.
Sheng, D., Zhou, A., Yamamoto, H.. Japanese Geotechnical Society; 2010. Mechanics of unsaturated soils: discussion of fundamental principles.
Huang, W., Sheng, D.. Australian Centre for Geomechanics; 2008. Quantitative modelling of granular soils in hypoplasticity.
Zhang, S., Tong, C. X., Li, X., Sheng, D.. Institution of Civil Engineers (I C E); 2015. A new method for studying the evolution of particle breakage.
Sheng, D., Zhang, S., Niu, F., Cheng, G.. ICE Publishing; 2014. A potential new frost heave mechanism in high-speed railway embankments.
Meng, J., Huang, J., Sloan, S. W., Sheng, D.. Elsevier; 2018. Discrete modelling jointed rock slopes using mathematical programming methods.
Ansari, Y., Pineda, J., Kouretzis, G., Sheng, D.. Australian Geomechanics Society; 2014. Experimental and numerical investigation of rate and softening effects on the undrained shear strength of Ballina clay.
Sheng, D., Sloan, S. W., Gens, A.. Springer Verlag; 2004. A constitutive model for unsaturated soils: thermomechanical and computational aspects.
Zhou, A. N., Sheng, D.. Taylor & Francis; 2015. Modeling hydro-mechanical behaviors for unsaturated soils with different initial densities via stress-saturation framework with sub-loading concept.
Teng, J., Shan, F., He, Z., Zhang, S., Zhao, G., Sheng, D.. ICE Publishing; 2019. Experimental study of ice accumulation in unsaturated clean sand.
Meng, J., Huang, J., Sheng, D., Sloan, S. W.. American Society of Civil Engineers (ASCE); 2017. Quasi-static rheology of granular media using the static DEM.
Llano-Serna, M. A., Farias, M. M., Pedroso, D. M., Williams, D. J., Sheng, D.. ICE Publishing; 2018. An assessment of statistically based relationships between critical state parameters.
Burton, G. J., Sheng, D., Campbell, C.. ICE Publishing; 2014. Bimodal pore size distribution of a high-plasticity compacted clay.
Zhou, A. N., Li, J., Sheng, D.. CRC Press; 2016. Non-isothermal water retention curve and volume change equation for unsaturated soils.
Solowski, W. T, Sheng, D., Sloan, S. W.. Taylor & Francis; 2011. Explicit stress integration with reduced drift for Barcelona Basic Model.
Ge, M., Pineda, J., Sheng, D.. I C E Publishing; 2023. The competing effects of wetting and volume change on G0 in compacted loess.