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B Munwar Basha

Associate Professor

Indian Institute of Technology Hyderabad

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Articles (20)

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2027

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2026

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2024

Collaborators (1)

Arif Ali Baig Moghal

Professor

National Institute of Technology Warangal

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B Munwar Basha

Research Interests

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Articles (20)

Reliability Analysis of Unsaturated Soil Slopes Using Advanced Surrogate Models: A Comparative Study of PCE-MCS, K-MCS, and Gradient-Based Methods

Experimental Evaluation and Design of Narrow Backfill Retaining Walls under Combined Sliding and Rotational Mode

Closure to “Experimental Investigations of Narrow Backfill Retaining Walls under Translation Mode”

Reliability Analysis with Correlated Non-Gaussian Inputs of Unsaturated Soil Slopes for Surrogate-Enhanced MCS Using a Parallelized Morgenstern–Price Framework, FORM, and SORM

Probabilistic Stability Assessment of Ash Dykes Using Surrogate Models and Multi-Slip Surface Analysis

Active Earth Pressure on Retaining Walls with Narrow Backfill Adjacent to Rock Faces

Reliability-Based Design Analysis of Cohesive Soil as an Embankment Material Amended Using Hydrophobic Biopolymers

Experimental Investigations of Narrow Backfill Retaining Walls under Translation Mode

Seismic Design of Mechanically Stabilized Earth Walls Built in Confined Spaces Considering Strain Localization and Bilinear Failure Surfaces

Optimization of Factors of Safety and Displacements of Unsaturated Soil Slopes by the Bioinspired Metaheuristic Method

Experimental Study of Active Earth Pressure on Narrow Backfill Retaining Walls Under Rotation

Seismic Stability Evaluation of Landfill Veneer Cover Systems Using Modified Pseudo-Dynamic Method

Pseudo-static slope stability analysis using explainable machine learning techniques

Effect of Rainfall and Seismic Loading on Reinforcement Force Coefficient of Reinforced Soil Slopes

Effect of Suction and Rainfall Characteristics on Slope Stability: A Case Study of Idukki Slope Failure

Influence of Plastic Deformation and Soil Arching on Stability Soil Slopes Reinforced with Piles

Machine Learning Models to Predict the Active Earth Pressure and Failure Mechanisms of Retaining Walls Supporting Narrow Backfills

Prediction of the Critical Failure Surface and Factor of Safety of Finite Slopes Using Machine Learning Algorithms

Veneer Cover Seismic Stability Against Direct-Slip Failure by Pseudo-Static Method

Component and System Reliability Assessment of Landfill Cover Systems Using Pseudostatic and Pseudodynamic Methods

Collaborators (1)

Arif Ali Baig Moghal

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