Richard Bathurst

Professor

Royal Military College of Canada

Canada

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Richard Bathurst is a Professor at the Royal Military College of Canada. His research focuses on the calibration of load and resistance factor design (LRFD) for reinforced soil structures, including steel grid and polymer strap mechanically stabilized earth (MSE) walls. He is also engaged in thermo-hydraulic numerical modeling and the analysis of geosynthetic-reinforced layers in various ground conditions.

Articles (16)

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2025

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2025

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2024

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2024

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2024

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2023

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2023

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2022

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2022

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2022

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2022

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2021

Collaborators (2)

Sebastia Olivella

Professor

Universitat Politècnica de Catalunya

SPAIN

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Ivan P. Damians

Associate Research Professor

SPAIN

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Richard Bathurst

Research Interests

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About

Articles (16)

LRFD Calibration for Internal Limit States of Steel Grid MSE Walls

LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls

Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias

Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement

Influence of data sampling on confidence in the calculation of reliability index for simple performance functions

Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed with Recycled Concrete Aggregate Backfill

Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls

LRFD calibration for soil failure limit state using the Stiffness Method

Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits

Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay

Influence of uncertainty in geosynthetic stiffness on deterministic and probabilistic analyses using analytical solutions for three reinforced soil problems

LRFD Calibration of Facing Limit States for Soil Nail Walls

Response to discussion by S. H. Mirmoradi and M. Ehrlich on “Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures” by Richard J. Bathurst1 and Fahimeh M. Naftchali2, Geotextiles and Geomembranes, 49 (2021) 921–940

Load-resistance duality and case-specific sensitivity in reliability-based design

Seismic Bearing Capacity of Geosynthetic Reinforced Strip Footings Using Upper Bound Limit Analysis

LRFD Calibration of Internal Limit States for MSE Walls Using Steel Strip Reinforcement

Collaborators (2)

Sebastia Olivella

Ivan P. Damians

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