scholarly journals Erratum for “Immediate Estimation of Yield Acceleration for Shallow and Deep Failures in Slope-Stability Analyses” by Yu-Chun Chien and Chi-Chin Tsai

2022 ◽  
Vol 22 (1) ◽  
Author(s):  
Yu-Chun Chien ◽  
Chi-Chin Tsai
Keyword(s):  
Slope Stability ◽  
Stability Analyses ◽  
Yield Acceleration

scholarly journals Liquefaction, Landslide and Slope Stability Analyses of Soils: A Case Study of Soils from Part of Kwara, Kogi and Anambra States of Nigeria

2019 ◽  
Vol 14 (13) ◽  
pp. 4387-4404 ◽  
Author(s):  
Omoniyi Olusegun Ige ◽  
Tolulope Oyeleke ◽  
Christopher Baiyegunhi ◽  
Temitope Love Baiyegunhi
Keyword(s):  
Slope Stability ◽  
Stability Analyses

Two- and Three-Dimensional Slope Stability Analyses of Rock Cut Using Unmanned Aerial Photogrammetry Data

IFCEE 2021 ◽  
2021 ◽  
Author(s):  
Surya Sarat Chandra Congress ◽  
Prince Kumar ◽  
Amit Gajurel ◽  
Ujwalkumar D. Patil ◽  
Anand J. Puppala
Keyword(s):  
Slope Stability ◽  
Three Dimensional ◽  
Stability Analyses ◽  
Aerial Photogrammetry

Seismic Coefficients for Simplified Deepwater Slope Stability Assessment Under Earthquake Loading

2021 ◽  
Author(s):  
Aurelian C. Trandafir
Keyword(s):  
Finite Element ◽  
Slope Stability ◽  
Shear Strain ◽  
Limit Equilibrium ◽  
Slope Instability ◽  
Earthquake Loading ◽  
Complex Deformation ◽  
Correlation Relationship ◽  
Stability Analyses ◽  
Seismic Coefficient

Abstract Pseudostatic limit-equilibrium based slope stability analyses are carried out on a routine basis to evaluate stability of submarine slopes under earthquake loading. For slopes in deepwater settings, a major challenge in performing pseudostatic slope stability analyses is selection of an appropriate seismic coefficient. Most published displacement-based methodologies for seismic coefficient selection were developed using simplified sliding block models for seismic slope performance evaluation that are unable to capture the complex deformation mechanism of deepwater slopes during earthquakes. To address this challenge, this study employs two-dimensional dynamic finite-element based deformation analysis to investigate the earthquake response of submarine clay slopes characterized by morphology, stratigraphic architecture and geotechnical properties representative for the deepwater environment. Finite-element computed seismic slope performance indicators, including horizontal peak ground acceleration at the seafloor and earthquake-induced maximum shear strain within the slope, along with horizontal seismic coefficients required to trigger slope instability in limit-equilibrium based pseudostatic stability analyses are used to develop a rational shear strain-based correlation relationship for deepwater slope seismic coefficient selection.

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