Bulletin of Engineering Geology and the Environment

Papers
(The H4-Index of Bulletin of Engineering Geology and the Environment is 34. 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 2020-05-01 to 2024-05-01.)
ArticleCitations
Experimental investigation on the nonlinear characteristics of energy evolution and failure characteristics of coal under different gas pressures82
Numerical simulations of the failure process of anaclinal slope physical model and control mechanism of negative Poisson’s ratio cable73
Analysis of deformation control mechanism of prestressed anchor on jointed soft rock in large cross-section tunnel70
Prediction of rockburst risk in underground projects developing a neuro-bee intelligent system68
The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity65
A SVR-GWO technique to minimize flyrock distance resulting from blasting63
Study on overlying strata movement patterns and mechanisms in super-large mining height stopes55
Experimental investigations of the dynamic mechanical properties and fracturing behavior of cracked rocks under dynamic loading53
Failure mechanism and control technology of large deformation for Muzhailing Tunnel in stratified rock masses52
Enhancing the geotechnical properties of soil using xanthan gum—an eco-friendly alternative to traditional stabilizers52
A new quantitative method to identify the crack damage stress of rock using AE detection parameters51
A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake48
Stability analysis of slopes using the vector sum numerical manifold method47
Framework to estimate the soil-water characteristic curve for soils with different void ratios47
Numerical study on strength and failure characteristics of rock samples with different hole defects46
Numerical simulation of the moisture migration of unsaturated clay embankments in southern China considering stress state44
Research on the effect of rock content and sample size on the strength behavior of soil-rock mixture44
Stabilization of iron ore tailings with cement and bentonite: a case study on Golgohar mine42
The influence of water-stress loading sequences on the creep behavior of granite42
Activity characteristics and enlightenment of the debris flow triggered by the rainstorm on 20 August 2019 in Wenchuan County, China40
Landslide susceptibility mapping using CNN-1D and 2D deep learning algorithms: comparison of their performance at Asir Region, KSA40
Post-peak behaviour of rocks under cyclic loading using a double-criteria damage-controlled test method39
Thermal deterioration of high-temperature granite after cooling shock: multiple-identification and damage mechanism39
Effect of EPS beads in lightening a typical zeolite and cement-treated sand38
In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils38
Influence of wing crack propagation on the failure process and strength of fractured specimens38
Landslide susceptibility mapping using hybridized block modular intelligence model37
Investigating microscale structural characteristics and resultant macroscale mechanical properties of loess exposed to alkaline and saline environments36
Spatial prediction of landslide susceptibility using projected storm rainfall and land use in Himalayan region36
Landslide susceptibility mapping along the upper Jinsha River, south-western China: a comparison of hydrological and curvature watershed methods for slope unit classification35
Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment35
Advanced hyperparameter optimization for improved spatial prediction of shallow landslides using extreme gradient boosting (XGBoost)35
Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles34
Rheological and strength performances of cold-bonded geopolymer made from limestone dust and bottom ash for grouting and deep mixing34
Earth pressure balance shield tunneling in sandy gravel deposits: a case study of application of soil conditioning34
0.11699485778809