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Correlating Circular Failure Charts, Limit Equilibrium and Finite Element Method Based Safety Factor for Circular Failure Type Landslides
Landslides in the form of circular failures often occur in homogeneous geomaterials like soil, debris and highly weathered or fragile rocks. In slope...
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The overall stability of a partially unstable reservoir bank slope to water fluctuation and rainfall based on Bayesian theory
In geotechnical analysis, the factor of safety (FOS) is crucial for slope stability assessment. Traditional methods often overlook the nuances of...
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Stabilization of rock slopes by anchor based on upper bound analysis incorporating Hoek–Brown failure criterion
In this paper, Hoek–Brown (HB) failure criterion in combination with kinematic approach of limit analysis is employed to develop an upper bound...
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Assessing the mechanical effects of vegetation on the stability of slopes with different geometries and soil types
This study evaluated the mechanical effects of vegetation, both root reinforcement and trees’ weight, on slope stability using the Morgenstern–Price...
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A multi-method approach for slope stability assessment: a case study at Anglogold Ashanti Iduapriem Mine, Ghana
A mine slope failure could result in severe repercussions for a mining operation. This paper employs a multi-method approach to evaluate the...
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Slope stability analysis using kinematic, limit equilibrium, and finite element models at Dessie town, northern Ethiopia
Dessie town has faced slope instability problems for many decades. The main objective of this study is to conduct a detailed slope stability analysis...
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A New Insight into the Stability of Precariously Balanced Rocks
Large granitic boulders resting on steep slopes represent considerable safety hazards that largely depend on the location of the contact surface...
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Adopting Reliability-Based Design Acceptance Criteria in Probabilistic Open Pit Slope Analysis: A Parametric Study
Design of open pit slopes is a decision-making process which aims to maximize ore recovery while minimizing the strip** ratio. Slope design will...
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Probabilistic slope stability analysis using subset simulation enhanced by ensemble machine learning techniques
Within the field of geotechnical engineering, complex challenges arise due to uncertainties associated with variable loads, soil properties, ground...
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Dynamic simulation and failure analysis of intermittently jointed rock cells and slopes based on a novel spring-based smoothed particle hydrodynamics method
A spring-based smoothed particle hydrodynamics (SB-SPH) method was developed to reproduce the progressive failure process and quantify the factor of...
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Geomechanical characteristics and failure analysis of the limestone slope at Sahastradhara–Chamasari road Dehradun Uttarakhand India
In this study, the rock slope failure analysis was carried out to predict the stability of the limestone rock in the Sahastradhara-Chamasari Road...
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Rock Slope Stability Analysis Incorporating the Effects of Intermediate Principal Stress
This paper proposes an analytical approach for assessing rock slope stability based on a three-dimensional (3D) Hoek–Brown (HB) criterion to consider...
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FS Calculator: A windows-based application for factor of safety assessment and sensitivity analyses by circular failure charts
Open-source windows-based software named FS Calculator 1.0 is developed. Circular failure is one of the common varieties of landslides involving...
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An integrated geotechnical study using Q-slope method and factor of safety appraisal along NH-5 from Solan to Shimla, India
Slope failure is a major concern along engineered slopes in the dicey Himalayas. It is one of the leading causes of fatalities and socio-economic...
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Stability and Hazard Assessment of the Progressive Zero Landslide in the Kalimpong Region of Darjeeling Himalaya, India
Landslides pose serious hazards for mountainous communities. Therefore, slope stability and hazard assessments are imperative for Landslide Disaster...
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Investigation on stability of soil–rock mixture slope with discrete element method
In the analysis of stability for soil–rock mixture (S-RM) slopes, the limit equilibrium method (LEM) has limitations in capturing the properties of...
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A new anchor-siphon drainage combined method used for slope stabilization
A new anchor-siphon drainage combined method used for slope stabilization is proposed in this paper. It includes an anchoring section and a siphon...
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A Computationally Efficient Method to Determine the Probability of Rainfall-Triggered Cut Slope Failure Accounting for Upslope Hydrological Conditions
We present a new computationally efficient methodology to estimate the probability of rainfall-induced slope failure based on mechanical...
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Evaluating instability & failure pattern of landslides, Giri valley, Northwest Himalaya, India
This study aimed to evaluate the slope instability and failure patterns of four major landslides of the Giri Valley, Northwest Himalaya. The study...
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Prediction of factor of safety of modified expansive soil slope modeled with non-associated flow rule considering dilatancy effect
In the present study, artificial intelligence models to predict the factor of safety (FOS) of modified expansive soil slope that was modeled with...
