Peter Helm
Cited by
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Numerical modelling of slope–vegetation–atmosphere interaction: an overview
G Elia, F Cotecchia, G Pedone, J Vaunat, PJ Vardon, C Pereira, ...
Quarterly Journal of Engineering Geology and Hydrogeology 50 (3), 249-270, 2017
Construction, management and maintenance of embankments used for road and rail infrastructure: implications of weather induced pore water pressures
S Glendinning, P Hughes, P Helm, J Chambers, J Mendes, D Gunn, ...
Acta Geotechnica 9 (5), 799-816, 2014
Numerical modelling of shallow abandoned mine working subsidence affecting transport infrastructure
PR Helm, CT Davie, S Glendinning
Engineering geology 154, 6-19, 2013
Slope stability analysis – limit equilibrium or the finite element method
C Matthews, Z Farook, P Helm
Ground Engineering 48 (5), 22-28, 2014
Weather-driven deterioration processes affecting the performance of embankment slopes
RA Stirling, DG Toll, S Glendinning, PR Helm, A Yildiz, PN Hughes, ...
Géotechnique 71 (11), 957-969, 2021
Forecasting the long-term deterioration of a cut slope in high-plasticity clay using a numerical model
H Postill, PR Helm, N Dixon, S Glendinning, JA Smethurst, M Rouainia, ...
Engineering Geology 280, 105912, 2021
Deterioration of an infrastructure cutting subjected to climate change
M Rouainia, P Helm, O Davies, S Glendinning
Acta Geotechnica 15 (10), 2997-3016, 2020
Research informed design, management and maintenance of infrastructure slopes: development of a multi-scalar approach
S Glendinning, PR Helm, M Rouainia, RA Stirling, JD Asquith, PN Hughes, ...
IOP Conference Series: Earth and Environmental Science 26 (1), 012005, 2015
Emulating computer experiments of transport infrastructure slope stability using Gaussian processes and Bayesian inference
A Svalova, P Helm, D Prangle, M Rouainia, S Glendinning, DJ Wilkinson
Data-Centric Engineering 2, e12, 2021
Strength parameter selection framework for evaluating the design life of clay cut slopes
H Postill, PR Helm, N Dixon, A El-Hamalawi, S Glendinning, WA Take
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering …, 2021
Deterioration of geotechnical infrastructure: the influence of asset aging through environmental cycling
R Stirling, P Helm, S Glendinning, J Asquith, P Hughes, D Toll
The Implications of Using Estimated Solar Radiation on the Derivation of Potential Evapotranspiration and Soil Moisture Deficit within an Embankment
P Helm, R Stirling, S Glendinning
Procedia engineering 143, 697-707, 2016
Development of a multi-phase numerical modeling approach for hydromechanical behavior of clay embankments subject to weather-driven deterioration
A Morsy, P Helm, A El-Hamalawi, A Smith, P Hughes, R Stirling, T Dijkstra, ...
Journal of Geotechnical and Geoenvironmental Engineering 149 (8), 04023062, 2023
Emulating long-term weather-driven transportation earthworks deterioration models to support asset management
PR Helm, A Svalova, AM Morsy, M Rouainia, A Smith, A El-Hamalawi, ...
Transportation Geotechnics 44, 2024
Evidence for the weather-driven deterioration of ageing transportation earthworks in the UK
KM Briggs, PR Helm, JA Smethurst, A Smith, R Stirling, A Svalova, ...
Transportation Geotechnics, 101130, 2023
Dataset: Strength parameter selection framework for evaluating the design life of clay cut slopes.
P Helm, H Postill, N Dixon, A El-Hamalawi, S Glendinning, A Take
Newcastle University, 2021
Analysis of the stability of shallow abandoned colliery workings
PR Helm
Newcastle University, 2011
Economics of geotechnical asset deterioration, maintenance and renewal
J Armstrong, P Helm, J Preston, F Loveridge
Transportation Geotechnics 45, 101185, 2024
Data Used for the validation of the BIONICS research embankment hydromechanical model
A Morsy, P Helm, A El-Hamalawi, A Smith, P Hughes, R Stirling, T Dijkstra, ...
Newcastle University, 2023
ACHILLES: reducing earthworks failure risks and whole-life costs
J Armstrong, J Preston, P Helm, A Svalova
Proceedings of the 3rd International Railway Symposium Aachen, 314-333, 2021
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