A database of the mechanical behavior of 25 natural sands was compiled from the existing
literature. Particle shape and size analysis, obtained by dynamic imaging analysis, for each …

Microbially induced calcite precipitation (MICP) has attracted significant attention as a
promising in situ ground reinforcement method, particularly for the improvement of existing …

Sand response depends on particle morphology (size and shape). In geotechnical research
and practice, size is typically assessed by sieve analysis and particle shapes are …

Seismic attenuation and the associated quality factor (Q) have long been studied in various
sub-disciplines of seismology, ranging from observational and engineering seismology to …

Triaxial compression tests were performed on dense specimens of Virginia Beach sand at
low and high confining pressures to study time effects that relate to grain crushing due to …

Abstract Polymer-blend High Density Polyethylene (PHDPE) sheet materials have been
developed in China as an alternative to the High Density Polyethylene (HDPE) materials for …

Stress relaxation and stress drop-relaxation tests have been performed to complement a test
series performed to study strain rate, creep, and stress drop-creep effects on crushed coral …

It is considered that the long term settlement of clay deposits, known as secondary
consolidation, is caused by clay viscosity. In this paper, the viscous property of clayey soils is …

This paper presents a constitutive model for time‐dependent behaviour of granular material.
The model consists of 2 parts representing the inviscid and viscous behaviour of granular …

Shear strength characterization of MSW materials is a mandatory task when performing
analyses related to landfill design and landfill geometry improvements. Despite the …