Georisk-Assessment and Management of Risk for Engineered Systems and G

Papers
(The H4-Index of Georisk-Assessment and Management of Risk for Engineered Systems and G is 14. 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 2021-09-01 to 2025-09-01.)
ArticleCitations
Effects of random heterogeneity of soil on VH failure envelopes of the torpedo anchor120
Experimental modelling of spudcan penetration in spatially variable soils55
Numerical modelling of the keying process for a suction embedded plate anchor in spatially varying clays26
Worst-case effect in bearing capacity of spread foundations considering safety factors and anisotropy in soil spatial variability20
Reliability-based optimization in climate-adaptive design of embedded footing19
The modified life cycle cost method for the risk-based design of excavation projects19
A real-time intelligent classification model using machine learning for tunnel surrounding rock and its application19
Cross-project utilisation of tunnel boring machine (TBM) construction data: a case study using big data from Yin-Song diversion project in China19
Time series analysis and gated recurrent neural network model for predicting landslide displacements15
Effect of uncertainties in geometry, inter-layer boundary and shear strength properties on the probabilistic stability of a 3D embankment slope15
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
On the use of different data assimilation schemes in a fully coupled hydro-mechanical slope stability analysis14
Characterizing multivariate, asymmetric, and multimodal distributions of geotechnical data with dual-stage missing values: BASIC-H14
Risk prediction of coal mine rock burst based on machine learning and feature selection algorithm14
Optimizing number, locations, and types of ground investigations for slope stability assessment with value of information analysis14
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