Elastoplastic damage seepage–consolidation coupled model of unsaturated undisturbed loess and its application

Hydro-mechanical response of collapsible soils under different infiltration events

(2015) G. M. Rotisciani et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

DEM analyses of one-dimensional compression and collapse behaviour of unsaturated structural loess

(2014) M.J. Jiang et al.   COMPUTERS AND GEOTECHNICS

Numerical analysis of seepage–deformation in unsaturated soils

(2014) Enlong Liu et al.   Acta Geotechnica

Non-isothermal unified hardening model: a thermo-elasto-plastic model for clays

(2013) Y.P. YAO et al.   GEOTECHNIQUE

Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays

(2010) Jirayut Suebsuk et al.   COMPUTERS AND GEOTECHNICS

UH model: three-dimensional unified hardening model for overconsolidated clays

(2009) Y.-P. Yao et al.   GEOTECHNIQUE

A unified constitutive model for both clay and sand with hardening parameter independent on stress path

(2007) Y.P. Yao et al.   COMPUTERS AND GEOTECHNICS

Large-scale infiltration experiments into unsaturated stratified loess sediments: Monitoring and modeling

(2007) Haim Gvirtzman et al.   JOURNAL OF HYDROLOGY

Effectiveness of compacted soil liner as a gas barrier layer in the landfill final cover system

(2007) Seheum Moon et al.   WASTE MANAGEMENT