OOIR: Observatory of International Research

Papers

(The H4-Index of Bulletin of Engineering Geology and the Environment is 36. 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 2022-05-01 to 2026-05-01.)

Article	Citations
Numerical simulation of P and S wave propagation in porous and low porosity carbonate rocks: laboratory tests, automatic P and S waves detection and FLAC3D simulation	91
Time series modelling: applications for groundwater control in urban tunnelling	85
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period	67
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method	58
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid	58
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China	56
Parameter optimization of coal face blasting for coal and gas outburst control	56
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area	54
Stability of cement-red soil ecological substrate slope under simulated rainfall conditions: experiment and finite element analysis	53
Mechanism of failure and control measures for deep excavation and unloading rock mass	50
A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow	50
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles	48
A conceptual model for spatially regulating debris flow materials and energy by cascading check dams based on flume experiments	48
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading	48
Effect of particle size and gradation on mechanical properties of compaction of broken rock masses: insights from physical modeling	46
Bio-improvement of dune sand by bacterial medium cultures using Sporosarcina urea and Bacillus subtilis	46
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests	45
X-ray microtomography analysis of weathering-induced porosity changes in LD slag, basalt, and gneiss ballast materials	45
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China	45
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method	45
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application	43
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices	41
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles	41
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope	41
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling	39

Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles	39
Numerical analysis of borehole parameters effects on strength weakening of red sandstone	39
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers	38
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study	38
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study	37
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples	37
A multi-parameter monitoring system and early warning model for rainfall-induced landslides	37
Failure characteristics of heated granite under different minor principal stresses: an experimental study	37
Shear behavior of subglacial debris-clean ice interface: experimental study and constitutive modeling	36
Structural stability description of undisturbed loess exposed to dry-wet cycles	36
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal	36
Stability mechanism on shield tunnel excavation face in layered soils with earthquake action considering upper bound limit analysis	36
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path	36
Dynamic behavior of microbial-induced calcite precipitation improved loess soil with basalt fiber reinforcement using cyclic direct simple shear test	36