Lindsey Sebastian Bryson

Hardin-Drnevich-Huang Professor of Civil Engineering

University of Kentucky

United States

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Lindsey Sebastian Bryson is the Hardin-Drnevich-Huang Professor of Civil Engineering at the University of Kentucky, USA. His research focuses on landslide hazard mapping, soil mechanics, and the mechanical behavior of compacted shales, as evidenced by his recent publications. He has contributed significantly to the development of methodologies for assessing landslide risks and predicting stress distributions in railroad infrastructure.

Articles (19)

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2025

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2021

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2021

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2021

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2020

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2020

Collaborators (6)

Yichuan Zhu

Assistant Professor

Temple University

UNITED STATES

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Matthew M. Crawford

University of Kentucky

UNITED STATES

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Junfeng Zhu

University of Kentucky

UNITED STATES

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Faisal Ahmed

Teaching Assistant / Soil Lab Instructor

University of Kentucky

UNITED STATES

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Sarah Johnson

Lecturer

Northern Kentucky University

UNITED STATES

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Hudson Koch

UNITED STATES

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Lindsey Sebastian Bryson

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Articles (19)

Workflow for Developing land Slide Hazard Maps for Shallow Colluvial Soils

Critical State-Based Model for Simulated Weathering Effects on Compacted Crushed Shales

Estimation of unsaturated small-strain shear modulus in a laboratory test box and field site from a soil-water characteristic curve

Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve

Mechanical Behavior of Weathered Compacted Shales

Predicting Dynamic Contact Stresses at Crosstie–Ballast Interface Based on Basic Train Characteristics

Measuring ground surface elevation changes in a slow-moving colluvial landslide using combinations of regional airborne lidar, UAV lidar and UAV photogrammetric surveys

Stress Distribution in a Railroad Track at the Crosstie–Ballast Interface

Landslide hazard and susceptibility maps derived from satellite and remote sensing data using limit equilibrium analysis and machine learning model

Landslide Risk Assessment in Eastern Kentucky, USA: Developing a Regional Scale, Limited Resource Approach

Erratum: Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure (J. Geotech. Geoenviron. Eng DOI: 10.1061/(ASCE)GT.1943-5606.0002677)

Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure

Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure

Constitutive Model for Describing the Fully Coupled Hydromechanical Behavior of Unsaturated Soils

Direct Application of the Soil-Water Characteristic Curve to Estimate the Shear Modulus of Unsaturated Soils

Prediction of seasonal variation of in-situ hydrologic behavior using an analytical transient infiltration model

Using landslide-inventory mapping for a combined bagged-trees and logistic-regression approach to determining landslide susceptibility in eastern kentucky, usa

Analysis of case study presenting ground anchor load-transfer response in shale stratum

Constitutive model for predicting stress-strain behavior of fine-grained sediments using shear-wave velocity

Collaborators (6)

Yichuan Zhu

Matthew M. Crawford

Junfeng Zhu

Faisal Ahmed

Sarah Johnson

Hudson Koch

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