Undrained behaviour of intact soft clay under cyclic paths that match vehicle loading conditions

Influence of shear stress level on cyclic deformation behaviour of intact Wenzhou soft clay under traffic loading

(2017) Tingyu Wu et al.   ENGINEERING GEOLOGY

Stress–strain response of soft clay to traffic loading

(2017) Y. Q. Cai et al.   GEOTECHNIQUE

Permanent deformation characteristics of saturated sand under cyclic loading

(2015) Yuanqiang Cai et al.   CANADIAN GEOTECHNICAL JOURNAL

Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction

(2015) Huan Xiong et al.   European Journal of Environmental and Civil Engineering

Stress-path laboratory tests to characterise the cyclic behaviour of piles driven in sands

(2015) Amin Aghakouchak et al.   SOILS AND FOUNDATIONS

Strain and pore pressure development on soft marine clay in triaxial tests with a large number of cycles

(2013) Jun Wang et al.   OCEAN ENGINEERING

Undrained deformation behavior of saturated soft clay under long-term cyclic loading

(2013) Lin Guo et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Undrained cyclic triaxial behavior of saturated clays under variable confining pressure

(2012) Chuan Gu et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Cyclic deformation of granular material subjected to moving-wheel loads

(2011) Tatsuya Ishikawa et al.   CANADIAN GEOTECHNICAL JOURNAL

Undrained behavior of natural marine clay under cyclic loading

(2011) Ling-Ling Li et al.   OCEAN 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