OOIR: Observatory of International Research

Papers

(The H4-Index of Engineering Geology is 52. 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 2020-11-01 to 2024-11-01.)

Article	Citations
Assessment of landslide susceptibility mapping based on Bayesian hyperparameter optimization: A comparison between logistic regression and random forest	208
Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea	146
Early-warning of rock burst in coal mine by low-frequency electromagnetic radiation	121
AI-powered landslide susceptibility assessment in Hong Kong	117
Geohazards and human settlements: Lessons learned from multiple relocation events in Badong, China – Engineering geologist's perspective	116
Three-dimensional mesoscale computational modeling of soil-rock mixtures with concave particles	116
Integration of Sentinel-1 and ALOS/PALSAR-2 SAR datasets for mapping active landslides along the Jinsha River corridor, China	113
A comparative study of different machine learning methods for reservoir landslide displacement prediction	109
Liquefaction within a bedding fault: Understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms = 8.0)	106
Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process: phenomenon and mechanism	105
Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway	103
Experiments and analysis on the influence of multiple closed cemented natural fractures on hydraulic fracture propagation in a tight sandstone reservoir	92
Successful implementations of a real-time and intelligent early warning system for loess landslides on the Heifangtai terrace, China	85
Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone	85
Novel approach to estimate vertical scale of fluctuation based on CPT data using convolutional neural networks	81
Prediction of landslide sharp increase displacement by SVM with considering hysteresis of groundwater change	81
Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics	80
Landslide mapping using object-based image analysis and open source tools	78
Novel approach to efficient slope reliability analysis in spatially variable soils	78
An elastoplastic model of frost deformation for the porous rock under freeze-thaw	74
Seismic response of tunnels revealed in two decades following the 1999 Chi-Chi earthquake (Mw 7.6) in Taiwan: A review	73
Permeability enhancement and porosity change of coal by liquid carbon dioxide phase change fracturing	69
Effect of freeze-thaw cycles on engineering properties of biocemented sand under different treatment conditions	68
Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions	68
Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles	68

Spatial modeling of multi-hazard threat to cultural heritage sites	67
DEM modeling of large-scale triaxial test of rock clasts considering realistic particle shapes and flexible membrane boundary	67
A new look at the statistics of tailings dam failures	67
Influence of water on mechanical behavior of surrounding rock in hard-rock tunnels: An experimental simulation	61
Effects of preferential flow induced by desiccation cracks on slope stability	61
Experimental study of the influence of wetting and drying cycles on the strength of intact rock samples from a red stratum in the Three Gorges Reservoir area	60
Multiple-phase enzyme-induced carbonate precipitation (EICP) method for soil improvement	59
Microstructure and permeability evolution of remolded loess with different dry densities under saturated seepage	59
Coupled characterization of stratigraphic and geo-properties uncertainties – A conditional random field approach	58
Application of microbial induced carbonate precipitation for loess surface erosion control	58
Post-failure analysis of the Maierato landslide using the material point method	57
UAV photogrammetry-based remote sensing and preliminary assessment of the behavior of a landslide in Guizhou, China	56
Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China	55
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method	55
Experimental study on the effect of water on mechanical properties of swelling mudstone	55
Probabilistic characterization of subsurface stratigraphic configuration with modified random field approach	55
Towards semi-automatic discontinuity characterization in rock tunnel faces using 3D point clouds	54
Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the Xiangxi River, three Gorges Reservoir region, China	54
Landslide susceptibility index based on the integration of logistic regression and weights of evidence: A case study in Popayan, Colombia	54
Influences of hydrate layered distribution patterns on triaxial shearing characteristics of hydrate-bearing sediments	54
Microcracking behavior of three granites under mode I loading: Insights from acoustic emission	53
Investigating the softening of weak interlayers during landslides using nanoindentation experiments and simulations	53
Particle classification and intra-particle pore structure of carbonate sands	53
Influence of dry-wet cycles on the strength behavior of basalt-fiber reinforced loess	53
Pre- and post-failure spatial-temporal deformation pattern of the Baige landslide retrieved from multiple radar and optical satellite images	52
Study on the progressive fracturing in soil and rock mixture under uniaxial compression conditions by CT scanning	52
Quantitative estimation of debris flow source materials by integrating multi-source data: A case study	52
Machine learning-based intelligent modeling of hydraulic conductivity of sandy soils considering a wide range of grain sizes	52
Experimental study of the failure mode and mechanism of loess fill slopes induced by rainfall	52