Permanent deformation characteristics of saturated sand under cyclic loading

Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading

(2013) Junhua Xiao et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests

(2013) Gabriele Chiaro et al.   SOILS AND FOUNDATIONS

Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear

(2013) Gabriele Chiaro et al.   SOILS AND FOUNDATIONS

BEHAVIOR OF LIQUEFIED SANDS UNDER EXTREMELY LARGE STRAIN LEVELS IN CYCLIC TORSIONAL SHEAR TESTS

(2011) TAKASHI KIYOTA et al.   SOILS AND FOUNDATIONS

Drained Deformation Behavior of Anisotropic Sands during Cyclic Rotation of Principal Stress Axes

(2010) Zhao-Xia Tong et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Experimental and Modeling Studies of Permanent Strains of Subgrade Soils

(2009) Anand J. Puppala et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations

(2009) P. J. Gräbe et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING