OOIR: Observatory of International Research

Papers

(The TQCC of Georisk-Assessment and Management of Risk for Engineered Systems and G is 5. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-11-01 to 2025-11-01.)

Article	Citations
Effects of random heterogeneity of soil on VH failure envelopes of the torpedo anchor	126
Numerical modelling of the keying process for a suction embedded plate anchor in spatially varying clays	28
Reliability-based optimization in climate-adaptive design of embedded footing	22
A real-time intelligent classification model using machine learning for tunnel surrounding rock and its application	21
Worst-case effect in bearing capacity of spread foundations considering safety factors and anisotropy in soil spatial variability	21
Experimental modelling of spudcan penetration in spatially variable soils	19
The modified life cycle cost method for the risk-based design of excavation projects	18
Time series analysis and gated recurrent neural network model for predicting landslide displacements	17
Cross-project utilisation of tunnel boring machine (TBM) construction data: a case study using big data from Yin-Song diversion project in China	16
Characterizing multivariate, asymmetric, and multimodal distributions of geotechnical data with dual-stage missing values: BASIC-H	16
Novel copula-based iHLRF-X algorithm for assessing reliability of geo-structures	13
Report for ISSMGE TC309/TC304/TC222 and ASCE Geo-Institute Risk Assessment and Management Committee Fourth Machine Learning in Geotechnics Dialogue on “Machine Learning Supremacy Projects”	13
Load and resistance factor design versus reliability-based design of shallow foundations	12
On the use of different data assimilation schemes in a fully coupled hydro-mechanical slope stability analysis	12
Stochastic numerical analyses to investigate the effects of the spatial nonuniformity of offshore ground on the serviceability of monopile foundations	12
Effect of uncertainties in geometry, inter-layer boundary and shear strength properties on the probabilistic stability of a 3D embankment slope	12
Modelling construction performance variability for probabilistic time estimation of tunnelling projects	12
Risk prediction of coal mine rock burst based on machine learning and feature selection algorithm	12
Influence of asynchronism between the spatial distribution of the hydraulic conductivity and shear strength parameters on the reliability assessment and failure mechanism of layered slopes	11
Optimizing number, locations, and types of ground investigations for slope stability assessment with value of information analysis	11
Hazard assessment for regional typhoon-triggered landslides by using physically-based model – a case study from southeastern China	10
Spatiotemporal prediction of landslide displacement using deep learning approaches based on monitored time-series displacement data: a case in the Huanglianshu landslide	10
A novel tool for probabilistic modeling of liquefaction behavior in alluvial soil	10
Reliability analysis of shallow foundation using the important-region-based method	10
Risk-informed adaptive sampling strategy for liquefaction severity mapping	10

Performance-based assessment of permanent displacement of soil slopes using two-dimensional dynamic analysis	9
2D and 3D numerical modelling for preliminary assessment of long-term deterioration in Irish glacial till geotechnical slopes	9
Correction	9
Quantification of climate change impact on rainfall-induced shallow landslide susceptibility: a case study in central Norway	9
Interpretation of spatio-temporal variation of precipitation from spatially sparse measurements using Bayesian compressive sensing (BCS)	9
Regional seismic loss estimation and critical earthquake scenarios for the Western Quebec seismic zone	9
A case study of resistance factors for bearing capacity of shallow foundations using plate load test data in Korea	9
Probabilistic earthquake-tsunami financial risk evaluation for the District of Tofino, British Columbia, Canada	9
Spotlight article “What is a characteristic value for soils?”: T. Länsivaara, K.K. Phoon, and J. Ching	9
A new method for evaluating leakage through composite liners considering uncertainties in geomembrane holes	9
Development of a probabilistic seismic microzonation software considering geological and geotechnical uncertainties	8
Calibrating soil erodibility parameters of landslide dams using back analyses	8
Intelligent risk assessment of co-seismic landslide susceptibility using multi-directional seismic ground motion parameters	8
John T. Christian (1936–2022)	8
Stacking model based on six base classifiers to improve prediction of soil liquefaction: a multi-dataset study	7
Impact of soil spatial variability on spudcan penetration resistance and mobilized shear strength	7
A hybrid physical data informed DNN in axial displacement prediction of immersed tunnel joint	7
Prediction method for rockburst risk using unsupervised clustering in small sample scenarios	7
Evaluation structures for machine learning models in geotechnical engineering	7
Databases for data-centric geotechnics: geotechnical structures	6
Framework for risk assessment of economic loss from structures damaged by rainfall-induced landslides using machine learning	6
System reliability and sensitivity analysis of lateral loaded pile considering soil’s spatial variability	6
Uncertainty analysis of mechanical response of surrounding rock in deeply buried tunnels using machine learning and global optimisation algorithms	6
Machine learning-integrated landslide susceptibility modelling addressing spatial correlation in grid-based environmental factors	6
CPTu-SPT correlation analyses based on pairwise data in Southwestern Taiwan	6
A new approach to constructing SPT-CPT correlation for sandy soils	6
Statistical landslide susceptibility assessment using Bayesian logistic regression and Markov Chain Monte Carlo (MCMC) simulation with consideration of model class selection	6
Prediction of normalized shear modulus and damping ratio for granular soils over a wide strain range using deep neural network modelling	6
Reliability design of monopile foundations in spatially variable soil considering random loads	5
Learning approaches to cost–benefit decision analysis of pile designs from site investigation plans	5
Deep learning-based GLOF modelling for hazard assessment and risk management	5
An initial assessment of volcanic meteo-tsunami hazard in the South China Sea: what we learned and how to move forward	5
Optimising creep constitutive modelling of layered soft rocks using particle swarm method	5
Data-driven subsurface modelling using a Markov random field model	5
An efficient approach for safety factor-based and reliability-based design of tunnel face support pressure using BP Neural Network	5
Future of Machine Learning in Geotechnics (FOMLIG), 5–6 Dec 2023, Okayama, Japan	5
Seismic site amplification prediction- an integrated Bayesian optimisation explainable machine learning approach	5
Quantifying risk contagion of fluvial flood disaster chain	5
Influence of small-scale variable vs on small strain damping – a numerical study using high-frequency spectral decay parameter	5
Quantitative assessment and transmission mechanisms of technical risks in CO ₂ geological storage using social network analysis	5