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

Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation

(2018) Abu Taher Md. Zillur Rabbi 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

Determination of the transitional fines content of sand-non plastic fines mixtures

(2015) Lu Zuo et al.   SOILS AND FOUNDATIONS

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

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

Prediction of flow liquefaction instability of clean and silty sands

(2015) Ali Lashkari   Acta Geotechnica

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

Modelling the static liquefaction of sand with low-plasticity fines

(2014) M.M. RAHMAN et al.   GEOTECHNIQUE

Undrained Behavior of Sand-Fines Mixtures and Their State Parameter

(2014) Md. Mizanur Rahman et al.   JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING

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

(2012) J. YANG et al.   GEOTECHNIQUE

THE EFFECT OF FINES ON CRITICAL STATE AND LIQUEFACTION RESISTANCE CHARACTERISTICS OF NON-PLASTIC SILTY SANDS

(2011) ANTHI PAPADOPOULOU et al.   SOILS AND FOUNDATIONS

Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

(2011) Md. Mizanur Rahman et al.   Acta Geotechnica

Modified state parameter for characterizing static liquefaction of sand with fines

(2009) D. C. Bobei et al.   CANADIAN GEOTECHNICAL JOURNAL