The effect of geotextile inclusion on the shear modulus and dam** ratio of sands is
evaluated in a wide range of shear strain amplitudes, from very small to fairly large, using …

Among various effecting factors, groundwater is commonly known as one of the major
triggers for slope failures. Thus, it is great significant of considering the contribution from …

To investigate the influence of a geogrid-reinforced tailings dam on the seepage stability of
the dam body, this paper was based on the field test of a reinforced tailings accumulation …

Limit equilibrium analyses were conducted using pseudo-static approach to investigate the
behavior of a typical reinforced slope under seismic loading. Slope height, slope face …

A nonlinear model for consolidated geotextile-encased sand columns (GESACs) was
formulated. The model is based on a power law and predicts the stress–strain curve of a …

The routine pseudo-static (PS) approach does not consider the random variability of the
seismic load which might lead to unconservative estimates of the slope failure probability in …

The upper bound theorem (UBT) is widely used in the stability analysis of geosynthetic-
reinforced slopes (GRSs). However, the existing research seldom considers multiple …

Reliability analysis of reinforced slopes is crucial in geotechnical engineering. In this study,
a procedure is proposed for calculating the reliability of three-dimensional reinforced slopes …

An efficient and accurate reliability-based design of the geosynthetic-reinforced slopes
(GRS) using the pseudo-static and modified pseudo-dynamic framework is proposed in the …

Abstract The Pejagan-Pemalang toll road which is a Section II project was designed at
different embankment heights on soft soil subgrade. The process involved investigating the …