Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage

CONSTITUTIVE MODEL CONSIDERING SAND CRUSHING

(2011) YANG-PING YAO et al.   SOILS AND FOUNDATIONS

THE INFLUENCE OF PARTICLE BREAKAGE ON THE LOCATION OF THE CRITICAL STATE LINE OF SANDS

(2011) V. BANDINI et al.   SOILS AND FOUNDATIONS

A constitutive model for gravelly soils considering shear-induced volumetric deformation

(2010) Bin-Lin Chu et al.   CANADIAN GEOTECHNICAL JOURNAL

LARGE-SCALE TRIAXIAL TESTS TO STUDY EFFECTS OF COMPACTION ENERGY AND LARGE CYCLIC LOADING HISTORY ON SHEAR BEHAVIOR OF GRAVEL

(2010) SAJJAD MAQBOOL et al.   SOILS AND FOUNDATIONS

Numerical simulation of the shear behavior of rockfills

(2009) Ming Xu et al.   COMPUTERS AND GEOTECHNICS

Experimental and Numerical Study of Railway Ballast Behavior under Cyclic Loading

(2009) Buddhima Indraratna et al.   International Journal of Geomechanics

Constitutive description of interface behavior including cyclic loading and particle breakage within the framework of critical state soil mechanics

(2008) Huabei Liu et al.   INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

Behavior of Railroad Ballast under Monotonic and Cyclic Loading

(2008) William F. Anderson et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING