Related references
Note: Only part of the references are listed.Soil element assessment of cyclic-load-induced settlement considering combination of vertical, horizontal, and shear stresses in cohesive soil
Hirofumi Toyota et al.
SOILS AND FOUNDATIONS (2021)
Effects of principal stress rotation on stress-strain behaviors of saturated clay under traffic-load-induced stress path
Jiangu Qian et al.
SOILS AND FOUNDATIONS (2019)
Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions
Lin Guo et al.
CANADIAN GEOTECHNICAL JOURNAL (2018)
Stress-strain response of soft clay to traffic loading
Y. Q. Cai et al.
GEOTECHNIQUE (2017)
Characteristic of unbound granular materials and subgrades based on multi stage RLT testing
Sigurdur Erlingsson et al.
TRANSPORTATION GEOTECHNICS (2017)
Effects of Principal Stress Rotation on Resilient Behavior in Rail Track Foundations
P. J. Graebe et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2014)
Technique for Undrained Triaxial Tests on Unsaturated Soils Using Active Control of Pore-Air Pressure
Hirofumi Toyota et al.
GEOTECHNICAL TESTING JOURNAL (2012)
Effect of principal stress axis rotation on cyclic plastic deformation characteristics of unsaturated base course material
Aasim Inam et al.
SOILS AND FOUNDATIONS (2012)
Cyclic deformation of granular material subjected to moving-wheel loads
Tatsuya Ishikawa et al.
CANADIAN GEOTECHNICAL JOURNAL (2011)
Effects of Principal Stress Rotation on Permanent Deformation in Rail Track Foundations
P. J. Grabe et al.
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING (2009)
On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading
T. Wichtmann et al.
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING (2007)
Deformation characteristics of railway roadbed and subgrade under moving-wheel load
Y Momoya et al.
SOILS AND FOUNDATIONS (2005)
Share Paper
