A fully-automated unsaturated triaxial device with continuous measurement of all variables
is developed to investigate the hydromechanical behavior of unsaturated soils under …

In this paper, the compressive and tensile ultimate bearing capacity of helical piles, in the
load range required for designing 63-kV transmission towers, are studied by conducting …

Abstract Evaluation of hydromechanical shear behavior of unsaturated soils is still a
challenging issue. The time and cost needed for conducting precise experimental …

There has been limited research conducted to date on the role and significance of soil
parameters in an unsaturated state on the amount of deformation and safety of reinforced …

When expansive soils in the original location are artificially transferred to landfill in different
seasons, and subject to engineering activities afterwards, the corresponding deformation …

This paper investigates the impact of pile temperature and soil moisture on pile behavior
during gradual loading and unloading, using 1 g physical model tests. The findings provide …

Earthquake remains the main factor in triggering the slope failures and the rigid gravity
retaining wall is an effective technique in guaranteeing the slope safety. In earth pressures …

The unsaturated collapsible loess deposits in the Caspian lowland of northern Iran are
mostly silt-rich sediments with particles loosely arranged in an open and metastable soil …

The coefficient of lateral soil pressure, k, is a key factor in the analysis of underground
structures, slope stability, retaining walls, etc. Due to the dependence of this parameter on …

هدف این پژوهش، بررسی تاثیر تنش برشی اولیه بر رفتار هیدرومکانیکی خاک لس گرگان در
مکشهای متوسط تحت شرایط تحکیم ناهمسان با استفاده از دستگاه سه محوری غیر اشباع تمام …‎