S Dewedree, SN Jusoh - Journal of Physics: Conference Series, 2019 - iopscience.iop.org
Slope failure is one of the major geological phenomenon that happen due to the topography and weather conditions which cause a wide range of ground movements which needed …
ORM Kenmoe, GN Chebou, AC Chamgoué… - Arabian Journal of …, 2023 - Springer
The aim of this work has focused on the stability analysis of the cut slopes in the locality of Limbe using numerical modeling in order to produce susceptibility models and solutions …
A Dutta, K Sarkar, K Tarun - Earth Science Informatics, 2024 - Springer
Stability assessment of road cut slopes is not only difficult, but also time-consuming due to the complexity in material properties, coupled with the presence of structural discontinuities …
A Dutta, K Sarkar - Journal of Earth System Science, 2024 - Springer
Prediction of rock slope stability is difficult and complicated owing to the variability of material parameters and the presence of discontinuities in the form of joints. Appropriate …
The encountered situations during the design process of a gully erosion control site in Kano State are discussed in this article. The project was to design a rectangular concrete lined …
MA Hossain, A Islam - International Journal of Computer …, 2016 - researchgate.net
Soil nailing is one of the good techniques for the improvement of natural and artificial slope. By the application of soil nails the stability can be increased of an unstable slope. The …
E Ramírez-Juidías, A Madueno-Luna… - Engineering …, 2021 - engineeringletters.com
At present there are many existing methods to obtain the safety factor of slope, although the most used, due to its simplicity, are the Bishop's simplified method, the Spencer's method …
There are vertical slopes on the western banks of Tigris near Al-Alam Bridge in Tikrit, Iraq. These slopes are not supported and are located near an important road at Tikrit University …
TH Al-Rahal, HE Ali - E3S Web of Conferences, 2023 - e3s-conferences.org
This study has been achieved using Geo-Studio Finite Element Software in two sections. First, to study the changes in pore water pressure (PWP) within the soil layers below …