Engineering Geology

(The H4-Index of Engineering Geology is 50. 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 2020-07-01 to 2024-07-01.)
Assessment of landslide susceptibility mapping based on Bayesian hyperparameter optimization: A comparison between logistic regression and random forest193
Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea130
Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms113
Early-warning of rock burst in coal mine by low-frequency electromagnetic radiation111
Three-dimensional mesoscale computational modeling of soil-rock mixtures with concave particles111
Geohazards and human settlements: Lessons learned from multiple relocation events in Badong, China – Engineering geologist's perspective107
AI-powered landslide susceptibility assessment in Hong Kong105
Integration of Sentinel-1 and ALOS/PALSAR-2 SAR datasets for mapping active landslides along the Jinsha River corridor, China105
Liquefaction within a bedding fault: Understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms = 8.0)101
Rock strengthening or weakening upon heating in the mild temperature range?98
Quantitative risk assessment of slow-moving landslides from the viewpoint of decision-making: A case study of the Three Gorges Reservoir in China93
A comparative study of different machine learning methods for reservoir landslide displacement prediction93
Experimental study on changes of pore structure and mechanical properties of sandstone after high-temperature treatment using nuclear magnetic resonance93
Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process: phenomenon and mechanism92
Experiments and analysis on the influence of multiple closed cemented natural fractures on hydraulic fracture propagation in a tight sandstone reservoir88
High performance prediction of soil compaction parameters using multi expression programming86
The effects of vegetation traits and their stability functions in bio-engineered slopes: A perspective review85
Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway81
Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone80
Prediction of landslide sharp increase displacement by SVM with considering hysteresis of groundwater change78
Novel approach to estimate vertical scale of fluctuation based on CPT data using convolutional neural networks76
Successful implementations of a real-time and intelligent early warning system for loess landslides on the Heifangtai terrace, China75
Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics73
Novel approach to efficient slope reliability analysis in spatially variable soils73
Landslide mapping using object-based image analysis and open source tools72
A new Vs30 map for Italy based on the seismic microzonation dataset70
An elastoplastic model of frost deformation for the porous rock under freeze-thaw69
Permeability enhancement and porosity change of coal by liquid carbon dioxide phase change fracturing67
Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions66
A shear constitutive model for describing the full process of the deformation and failure of slip zone soil65
Effect of freeze-thaw cycles on engineering properties of biocemented sand under different treatment conditions64
Dynamic compressive properties of dry and saturated coral rocks at high strain rates64
NDSHA: A new paradigm for reliable seismic hazard assessment63
Spatial modeling of multi-hazard threat to cultural heritage sites62
A new look at the statistics of tailings dam failures59
Seismic response of tunnels revealed in two decades following the 1999 Chi-Chi earthquake (Mw 7.6) in Taiwan: A review58
Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles58
Influence of water on mechanical behavior of surrounding rock in hard-rock tunnels: An experimental simulation58
DEM modeling of large-scale triaxial test of rock clasts considering realistic particle shapes and flexible membrane boundary57
Microstructure and permeability evolution of remolded loess with different dry densities under saturated seepage57
Post-failure analysis of the Maierato landslide using the material point method55
Effects of preferential flow induced by desiccation cracks on slope stability54
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method53
Multiple-phase enzyme-induced carbonate precipitation (EICP) method for soil improvement53
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 area53
UAV photogrammetry-based remote sensing and preliminary assessment of the behavior of a landslide in Guizhou, China53
Coupled characterization of stratigraphic and geo-properties uncertainties – A conditional random field approach53
Particle classification and intra-particle pore structure of carbonate sands51
Seismic response analysis of a bedding rock slope based on the time-frequency joint analysis method: a case study from the middle reach of the Jinsha River, China51
Probabilistic characterization of subsurface stratigraphic configuration with modified random field approach51
Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China50
Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the Xiangxi River, three Gorges Reservoir region, China50
Microcracking behavior of three granites under mode I loading: Insights from acoustic emission50
Pre- and post-failure spatial-temporal deformation pattern of the Baige landslide retrieved from multiple radar and optical satellite images50
Quantitative estimation of debris flow source materials by integrating multi-source data: A case study50