This library brings together respected third-party papers, reports, and reference material on slope stability. Each entry includes a short summary and a link to the original source so you can explore the full publication.
Static Slope Stability in Practice: Drained Shear Strengths provides a comprehensive walkthrough on drained stability analyses and the practical application of drained soil shear strengths for both natural and engineering slopes, highlighting the mechanisms underlying the behavior of slopes under static…
Companion volume to the main LOP guideline that focuses on open pit slope design in weak and weathered rocks such as saprolites, altered volcanics and weak sedimentary sequences. Martin and Stacey present guidance on geological and geotechnical models for weak…
Extensive reference on both analysis and remediation of unstable slopes in soil and rock, integrating geotechnical investigation, limit equilibrium and numerical analysis with design of stabilisation measures. Abramson, Lee, Sharma and Boyce cover general slope stability concepts, common modes of…
This study investigates the use of high-resolution 3D geometric data collected by unmanned aerial vehicles (UAVs) for estimating material properties in dam stability assessments following failure events. The analysis focuses on the Sparmos Dam in Greece, which collapsed in 2016…
Present 3D limit equilibrium (LE) methods do not incorporate shear resistance from near vertical sides parallel to the direction of slide movement. Consequently, the computed 3D factor of safety (FS) is underestimated and the shear strength parameters from an inverse…
Annually, several billion dollars are spent to mitigate landslides and rehabilitate structures affected by slope failures. Such instabilities may arise from several factors, including complex slope terrain geometry, varying geomorphology, seasonal groundwater fluctuations, changes inriver water levels, prolonged waterlogging, and…
Uses back-analysis of real slope failures to infer mobilised strengths and pore-pressure conditions at failure.
Mitigating rainfall-induced landslides requires an understanding of the failure mechanisms leading to their initiation. Evaluating how predicted failure mechanisms relate to the landscape’s topography, geomorphology, antecedent hydrological conditions, and other subsurface characteristics such as shear strengths and hydraulic properties is…
We compare solutions obtained using 3D Limit-Equilibrium (LE) and the 3D Discrete Element Method (DEM) analyses of rock slope stability and runout to illustrate the importance of kinematics in modeling of rock slides. While 3D LE methods provide a measure…
Analysis of steep slopes in cemented sands.
Shows how slope geometry amplifies seismic shaking and affects seismic stability.
Analytical and numerical study of slopes reinforced with ground anchors under earthquake loading, exploring stability, deformations and anchor design parameters.
Analyses how axis-of-rotation assumptions influence LEM factors of safety and interslice forces.
Landslides pose significant risk to the communities and infrastructure, particularly in mountainous regions. Accurate estimation of landslide slip surface depth/geometry and volume of displaced material is crucial for hazard assessment, borehole planning and mitigation strategy. This study presents a novel,…
Benchmarks 3D LEM program performance vs known solutions.
Comprehensive guide to investigation, design and remediation of civil rock slopes, including cuttings, highway and railway slopes, benches and natural rock faces. Wyllie updates the classic Hoek and Bray text with new material on weathered rock, shear strength in relation…
The thesis investigates Jabiru failures, hydraulic conductivity variability, rainfall intensity–duration–antecedent patterns, and develops a screening tool for predicting landslides.
Develops 3D limit-equilibrium methods and software for slope stability and demonstrates when 3D effects materially change the factor of safety.
SCOOPS3D software for large-scale 3D LEM over full landscapes.
Presents a simple, chart-based method for approximate slope stability checks suitable for preliminary design and hand calculations.