In this study, the influence of transient flow on the active and passive lateral earth pressures
of variably saturated backfills is thoroughly evaluated employing the lower bound theorems …

The contribution of fibers to the strength of fiber-reinforced soils is dependent on multiaxial
stress space. This study furthers knowledge on the dependency of steady states on …

This study investigates the dependency of steady states on anisotropy in unreinforced
uniform angular silica sands and those reinforced with micro-synthetic fibres. In doing so, the …

In recent years, the number of high-filled slopes has gradually increased, and the height has
continued to grow, with the maximum filling height exceeding 100 m. Therefore, a suitable …

Most natural sandy deposits contain low amounts of fine content (< 10%), which is usually
anisotropic and characterized by complex microstructures. The present study investigates …

This study presents results of unconsolidated-undrained triaxial compression tests on two
typical clays of different plasticities from Pakistan. Remolded soil specimens were prepared …

In this paper, a comprehensive laboratory study was done on the shear behavior of the
interface between geomembrane and an adjacent sandy layer using a modified direct shear …

Lots of geotechnical engineering problems are closely related to the anisotropic behavior of
unsaturated soils. In this paper, suction-controlled, consolidated, drained triaxial shear tests …

The inherent anisotropic behavior of sands and the grain size effects are studied in this
paper. A series of undrained torsional shear tests with constant inclination angle (α°) and …

This study presents results of unconsolidated-undrained triaxial compression tests on two
typical clays of different plasticities from Pakistan. Remolded soil specimens were prepared …