Strategy of oversampling geotechnical parameters through geostatistical, SMOTE, and CTGAN methods for assessing susceptibility of landslide
DH Min, YS Kim, S Kim, HK Yoon - Landslides, 2024 - Springer
The target slope is generally divided into grids to predict landslide susceptibility; however, it
is difficult to acquire all geotechnical properties for each grid. The objective of this study is to …
is difficult to acquire all geotechnical properties for each grid. The objective of this study is to …
Reliability analysis and uncertainty quantification of clay and sand slopes stability evaluated by Fellenius and Bishop's simplified methods
NS Doan - International Journal of Geo-Engineering, 2023 - Springer
Slope stabilities are mainly designed using the conventional design approach (CDA), where
the limit equilibrium methods (LEMs) are performed. Fellenius and Bishop's simplified …
the limit equilibrium methods (LEMs) are performed. Fellenius and Bishop's simplified …
Back analysis of cohesion and friction angle of failed slopes using probabilistic approach: two case studies
R Nassirzadeh, A Dini, V Balagar - International Journal of Geo …, 2024 - Springer
In general, geotechnical investigations deal with the back analysis of the geotechnical
parameters on the basis of the field observation. According to the back analysis method …
parameters on the basis of the field observation. According to the back analysis method …
Comparative probabilistic finite element analysis of Cantilever Retaining Wall
V Wanjari, P Patil - AIP Conference Proceedings, 2024 - pubs.aip.org
The present study is a comparative Probabilistic FE Analysis of CR Wall for FoS against
Sliding, Overturning and Bearing Capacity with flat base and varying base at heel. The main …
Sliding, Overturning and Bearing Capacity with flat base and varying base at heel. The main …