Cyclic Behaviors of Anisotropically Consolidated Gravelly Soils under Triaxial Condition: Effects of Sand Gradation Part of the Soil

Effect of Particle Size and Particle Size Distribution on Critical State Loci of Granular Soils

(2023) Mathan V. Manmatharajan et al.   CANADIAN GEOTECHNICAL JOURNAL

Liquefaction Behavior of a Well-Graded Gravelly Soil under Initial Static Shear Stress in Cyclic Triaxial and Simple Shear Conditions

(2023) S. Mohsen Haeri et al.   International Journal of Geomechanics

Development of a dynamic hollow cylinder apparatus for investigating the cyclic response of unsaturated soils subjected to stress anisotropy

(2023) Adel Ahmadinezhad et al.   Transportation Geotechnics

Influence of Particle Size and Gradation on Liquefaction Potential and Dynamic Response

(2022) Alexander P. Pires-Sturm et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Using different state parameters for characterizing undrained static and cyclic behavior of sand with non-plastic fines

(2022) Daniela Dominica Porcino et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

A Comparison of shear modulus of unsaturated sand in triaxial and simple shear tests under different strains and suctions

(2022) Danial Shirkavand et al.   ENGINEERING GEOLOGY

Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear

(2022) Jonathan F. Hubler et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

On the influence of the sample preparation method on strain accumulation in sand under high-cyclic loading

(2020) T. Wichtmann et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Characterizing the effects of fines on the liquefaction resistance of silty sands

(2019) Xiao Wei et al.   SOILS AND FOUNDATIONS

Liquefaction‐Induced Damage and CPT Characterization of the Reclamations at CentrePort, Wellington

(2018) Misko Cubrinovski et al.   BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA

Relation between the critical state friction angle of sands and low vertical stresses in the direct shear test

(2018) Pascale C. Rousé   SOILS AND FOUNDATIONS

Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress

(2018) Xiao Wei et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Monotonic, Cyclic, and Postcyclic Simple Shear Response of Three Uniform Gravels in Constant Volume Conditions

(2017) Jonathan F. Hubler et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures

(2017) Daniela D. Porcino et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Effects of confining stress, density and initial static shear stress on the cyclic shear response of fine-grained unclassified tailings

(2016) G. Suazo et al.   GEOTECHNIQUE

Laboratory Study on Pore Pressure Generation and Liquefaction of Low-Plasticity Silty Sandy Soils during the 2012 Earthquake in Italy

(2016) Daniela Porcino et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Influence of initial stress distribution on liquefaction-induced settlement of shallow foundations

(2015) D. Bertalot et al.   GEOTECHNIQUE

Particle breakage and the critical state of sand

(2014) M. Ghafghazi et al.   SOILS AND FOUNDATIONS

Influence of Strain History on Postliquefaction Deformation Characteristics of Sands

(2013) S. Sivathayalan et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Failure Modes of Sand in Undrained Cyclic Loading: Impact of Sample Preparation

(2013) H. Y. Sze et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Liquefaction characteristics of gap-graded gravelly soils in K0 condition

(2013) Wen-Jong Chang et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Triaxial tests on undisturbed gravelly soils from the Sicilian shore of the Messina Strait

(2012) V. Fioravante et al.   Bulletin of Earthquake Engineering

Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions

(2012) J. YANG et al.   GEOTECHNIQUE

Effect of static shear stress on the cyclic resistance of sands in simple shear loading

(2011) Siva Sivathayalan et al.   CANADIAN GEOTECHNICAL JOURNAL

Critical state friction angle of sands

(2011) A. SADREKARIMI et al.   GEOTECHNIQUE

Cyclic Strength of Sand under Sustained Shear Stress

(2011) J. Yang et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0

(2011) Zhenzhong Cao et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

CONFIDENCE AND ACCURACY IN DETERMINATION OF THE CRITICAL STATE FRICTION ANGLE

(2011) MOHSEN GHAFGHAZI et al.   SOILS AND FOUNDATIONS

Undrained monotonic and cyclic simple shear behaviour of carbonate sand

(2008) D. Porcino et al.   GEOTECHNIQUE