OOIR: Observatory of International Research

Papers

(The TQCC of Georisk-Assessment and Management of Risk for Engineered Systems and G is 6. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Effects of random heterogeneity of soil on VH failure envelopes of the torpedo anchor	118
Numerical modelling of the keying process for a suction embedded plate anchor in spatially varying clays	54
Experimental modelling of spudcan penetration in spatially variable soils	24
A real-time intelligent classification model using machine learning for tunnel surrounding rock and its application	19
Reliability-based optimization in climate-adaptive design of embedded footing	19
Worst-case effect in bearing capacity of spread foundations considering safety factors and anisotropy in soil spatial variability	19
The modified life cycle cost method for the risk-based design of excavation projects	18
Cross-project utilisation of tunnel boring machine (TBM) construction data: a case study using big data from Yin-Song diversion project in China	16
Time series analysis and gated recurrent neural network model for predicting landslide displacements	15
Effect of uncertainties in geometry, inter-layer boundary and shear strength properties on the probabilistic stability of a 3D embankment slope	15
Characterizing multivariate, asymmetric, and multimodal distributions of geotechnical data with dual-stage missing values: BASIC-H	14
Load and resistance factor design versus reliability-based design of shallow foundations	14
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”	14
Risk prediction of coal mine rock burst based on machine learning and feature selection algorithm	14
On the use of different data assimilation schemes in a fully coupled hydro-mechanical slope stability analysis	14
Optimizing number, locations, and types of ground investigations for slope stability assessment with value of information analysis	12
Optimal placement of sampling locations for identification of a two-dimensional space	11
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	10
Stochastic numerical analyses to investigate the effects of the spatial nonuniformity of offshore ground on the serviceability of monopile foundations	10
Reliability analysis of shallow foundation using the important-region-based method	10
Modelling construction performance variability for probabilistic time estimation of tunnelling projects	10
Performance-based assessment of permanent displacement of soil slopes using two-dimensional dynamic analysis	9
Quantification of climate change impact on rainfall-induced shallow landslide susceptibility: a case study in central Norway	9
Probabilistic earthquake-tsunami financial risk evaluation for the District of Tofino, British Columbia, Canada	9
A novel tool for probabilistic modeling of liquefaction behavior in alluvial soil	9

Risk-informed adaptive sampling strategy for liquefaction severity mapping	9
Spatiotemporal prediction of landslide displacement using deep learning approaches based on monitored time-series displacement data: a case in the Huanglianshu landslide	9
Hazard assessment for regional typhoon-triggered landslides by using physically-based model – a case study from southeastern China	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	8
2D and 3D numerical modelling for preliminary assessment of long-term deterioration in Irish glacial till geotechnical slopes	8
Development of a probabilistic seismic microzonation software considering geological and geotechnical uncertainties	8
A case study of resistance factors for bearing capacity of shallow foundations using plate load test data in Korea	8
Quasi-site-specific multivariate probability distribution model for sparse, incomplete, and three-dimensional spatially varying soil data	8
Correction	8
Spotlight article “What is a characteristic value for soils?”: T. Länsivaara, K.K. Phoon, and J. Ching	8
A hybrid physical data informed DNN in axial displacement prediction of immersed tunnel joint	7
Evaluation structures for machine learning models in geotechnical engineering	7
Calibrating soil erodibility parameters of landslide dams using back analyses	7
Machine learning of geological details from borehole logs for development of high-resolution subsurface geological cross-section and geotechnical analysis	7
Impact of soil spatial variability on spudcan penetration resistance and mobilized shear strength	7
John T. Christian (1936–2022)	7
A new approach to constructing SPT-CPT correlation for sandy soils	7
A new method for evaluating leakage through composite liners considering uncertainties in geomembrane holes	7
Databases for data-centric geotechnics: geotechnical structures	6
System reliability and sensitivity analysis of lateral loaded pile considering soil’s spatial variability	6
Framework for risk assessment of economic loss from structures damaged by rainfall-induced landslides using machine learning	6
Prediction of normalized shear modulus and damping ratio for granular soils over a wide strain range using deep neural network modelling	6
CPTu-SPT correlation analyses based on pairwise data in Southwestern Taiwan	6
Development of models for facing tensile forces of soil nail walls using statistical approaches	6
Statistical landslide susceptibility assessment using Bayesian logistic regression and Markov Chain Monte Carlo (MCMC) simulation with consideration of model class selection	6