Estimating the quantity of seepage through the foundation and body of a dam using proper
health and safety monitoring is critical to the effective management of disaster risk in a …

The presented article provides a comprehensive study on the stability analysis of earth-fill
dams under rapid drawdown and transient flow conditions used to prepare stability analysis …

Seepage flow through earth embankments is the primary cause that leads to failure due to
eroding, scouring, and piping. Flow of water through soil can lead to movement of the soil …

The current study is designed to model seepage and slope stability analysis of Haditha dam
(Iraq) using finite element method by GEOSTUDIO 2012 software. GEOSTUDIO software is …

The drawdown is known as one of the most dangerous conditions for the upstream slope.
When the countervailing upstream water pressure has disappeared, it causes a danger to …

The present research work was conducted to compute seepage and slope stability analysis
of Hub dam (earthen dam) by using the slave programs of Geo-Slope software ie SEEP/W …

In this research, SEEP2D and SEEP/W numerical models are used to simulate seepage
through earth dams with internal cores. In order to evaluate the two models' performance …

This study aims to simulate water seepage and identify areas of weakness in the
foundations through the right and left sides of the proposed Makhool dam in northern Iraq …

In this research KHASA-CHAI Dam that consists of zoned embankment was investigated by
using finite element method. The finite element computer software SEEP/W was used …

The nonlinear Unified Strength Theory (UST), which takes into account the effect of
intermediate stress and nonlinear behavior on geotechnical strength, is applied in slope …