OOIR: Observatory of International Research

Papers

(The H4-Index of Bulletin of Engineering Geology and the Environment is 33. 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 2020-03-01 to 2024-03-01.)

Article	Citations
The use of unmanned aerial vehicles (UAVs) for engineering geology applications	180
Experimental investigation on the nonlinear characteristics of energy evolution and failure characteristics of coal under different gas pressures	82
Numerical simulations of the failure process of anaclinal slope physical model and control mechanism of negative Poisson’s ratio cable	70
Prediction of rockburst risk in underground projects developing a neuro-bee intelligent system	68
Analysis of deformation control mechanism of prestressed anchor on jointed soft rock in large cross-section tunnel	67
A SVR-GWO technique to minimize flyrock distance resulting from blasting	62
The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity	62
Impacts of geological conditions on instability causes and mechanical behavior of large-scale tunnels: a case study from the Sichuan–Tibet highway, China	56
Study on overlying strata movement patterns and mechanisms in super-large mining height stopes	54
Design equation for stability of shallow unlined circular tunnels in Hoek-Brown rock masses	54
Full-field strain evolution and characteristic stress levels of rocks containing a single pre-existing flaw under uniaxial compression	52
A new quantitative method to identify the crack damage stress of rock using AE detection parameters	48
Experimental investigations of the dynamic mechanical properties and fracturing behavior of cracked rocks under dynamic loading	48
A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake	48
Stability analysis of slopes using the vector sum numerical manifold method	47
Failure mechanism and control technology of large deformation for Muzhailing Tunnel in stratified rock masses	46
Framework to estimate the soil-water characteristic curve for soils with different void ratios	46
Enhancing the geotechnical properties of soil using xanthan gum—an eco-friendly alternative to traditional stabilizers	45
Numerical study on strength and failure characteristics of rock samples with different hole defects	43
Research on the effect of rock content and sample size on the strength behavior of soil-rock mixture	43
Numerical simulation of the moisture migration of unsaturated clay embankments in southern China considering stress state	43
The influence of water-stress loading sequences on the creep behavior of granite	41
Thermal deterioration of high-temperature granite after cooling shock: multiple-identification and damage mechanism	39
Comparative mechanical behaviors of four fiber-reinforced sand cemented by microbially induced carbonate precipitation	39
Influence of wing crack propagation on the failure process and strength of fractured specimens	38

In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils	38
Post-peak behaviour of rocks under cyclic loading using a double-criteria damage-controlled test method	37
Stabilization of iron ore tailings with cement and bentonite: a case study on Golgohar mine	37
Activity characteristics and enlightenment of the debris flow triggered by the rainstorm on 20 August 2019 in Wenchuan County, China	35
Landslide susceptibility mapping using CNN-1D and 2D deep learning algorithms: comparison of their performance at Asir Region, KSA	35
Landslide susceptibility mapping using hybridized block modular intelligence model	35
Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment	34
Investigating microscale structural characteristics and resultant macroscale mechanical properties of loess exposed to alkaline and saline environments	34
Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles	33
Landslide susceptibility mapping along the upper Jinsha River, south-western China: a comparison of hydrological and curvature watershed methods for slope unit classification	33