Comprehensive laboratory study on stress–strain of granular soils at constant global void ratio: combined effects of fabrics and silt content

Effect of particle rolling resistance on drained and undrained behaviour of silty sand

(2021) Quoc T. Phan et al.   Acta Geotechnica

Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand

(2021) Zhehao Zhu et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Liquefaction triggering in silty sands: effects of non-plastic fines and mixture-packing conditions

(2021) Stefania Gobbi et al.   Acta Geotechnica

Influence of the Particle Size on the Flow Potential and Friction Index of Partially Saturated Sandy Soils

(2021) Khayreddine Doumi et al.   Transportation Infrastructure Geotechnology

Experimental investigation of the influence of relative effective diameter on the ultimate shear strength of partially saturated granular soils

(2020) Khayreddine Doumi et al.   Acta Geotechnica Slovenica

Characterization of mechanical behavior of binary granular assemblies through the equivalent void ratio and equivalent state parameter

(2020) Youcef Mahmoudi et al.   European Journal of Environmental and Civil Engineering

Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter

(2019) D. D. Porcino et al.   Acta Geotechnica

Elastic Dynamic Young’s Modulus and Poisson’s Ratio of Sand–Silt Mixtures

(2019) Meghdad Payan et al.   JOURNAL OF MATERIALS IN CIVIL ENGINEERING

A compression model for sand–silt mixtures based on the concept of active and inactive voids

(2017) Ching S. Chang et al.   Acta Geotechnica

Evaluation of static and dynamic properties of sand–fines mixtures through the state and equivalent state parameters

(2016) Darn-Horng Hsiao et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

A numerical analysis of the shear behavior of granular soil with fines

(2015) Beibing Dai et al.   Particuology

State variables for silty sands: Global void ratio or skeleton void ratio?

(2015) J. Yang et al.   SOILS AND FOUNDATIONS

An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures

(2014) Nadia Benahmed et al.   European Journal of Environmental and Civil Engineering

Insight into the Effects of Gradation on the Pore Pressure Generation of Sand–Silt Mixtures

(2014) Mostefa Belkhatir et al.   GEOTECHNICAL TESTING JOURNAL

Evaluation of state indices in predicting the cyclic and monotonic strength of sands with different fines contents

(2014) Abbas Qadimi et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

A simple critical state approach to predicting the cyclic and monotonic response of sands with different fines contents using the equivalent intergranular void ratio

(2014) Amirabbas Mohammadi et al.   Acta Geotechnica

Postliquefaction Undrained Shear Behavior of Sand-Silt Mixtures at Constant Void Ratio

(2013) T. G. Sitharam et al.   International Journal of Geomechanics

Collapse of loose sand with the addition of fines: the role of particle shape

(2012) J. YANG et al.   GEOTECHNIQUE

Yield strength ratios, critical strength ratios, and brittleness of sandy soils from laboratory tests

(2011) Abouzar Sadrekarimi et al.   CANADIAN GEOTECHNICAL JOURNAL

Liquefaction behaviour of loose and compacted pond ash

(2010) Ravi S. Jakka et al.   SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

INFLUENCE OF NON-PLASTIC FINES ON THE RESPONSE OF A SILTY SAND TO CYCLIC LOADING

(2010) H. K. DASH et al.   SOILS AND FOUNDATIONS

Micromechanical Aspects of Liquefaction-Induced Lateral Spreading

(2010) U. El Shamy et al.   International Journal of Geomechanics

On equivalent granular void ratio and steady state behaviour of loose sand with fines

(2008) M. M. Rahman et al.   CANADIAN GEOTECHNICAL JOURNAL

Effect of depositional method on the microstructure of silty sand

(2008) Jerry A. Yamamuro et al.   CANADIAN GEOTECHNICAL JOURNAL