Bulletin of Engineering Geology and the Environment

Papers
(The TQCC of Bulletin of Engineering Geology and the Environment is 9. 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 2020-04-01 to 2024-04-01.)
ArticleCitations
The use of unmanned aerial vehicles (UAVs) for engineering geology applications184
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 cable70
Analysis of deformation control mechanism of prestressed anchor on jointed soft rock in large cross-section tunnel69
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 velocity63
A SVR-GWO technique to minimize flyrock distance resulting from blasting63
Impacts of geological conditions on instability causes and mechanical behavior of large-scale tunnels: a case study from the Sichuan–Tibet highway, China59
Design equation for stability of shallow unlined circular tunnels in Hoek-Brown rock masses56
Study on overlying strata movement patterns and mechanisms in super-large mining height stopes54
A new quantitative method to identify the crack damage stress of rock using AE detection parameters50
Failure mechanism and control technology of large deformation for Muzhailing Tunnel in stratified rock masses50
Experimental investigations of the dynamic mechanical properties and fracturing behavior of cracked rocks under dynamic loading49
A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake48
Enhancing the geotechnical properties of soil using xanthan gum—an eco-friendly alternative to traditional stabilizers48
Stability analysis of slopes using the vector sum numerical manifold method47
Framework to estimate the soil-water characteristic curve for soils with different void ratios46
Research on the effect of rock content and sample size on the strength behavior of soil-rock mixture44
Numerical study on strength and failure characteristics of rock samples with different hole defects43
Numerical simulation of the moisture migration of unsaturated clay embankments in southern China considering stress state43
The influence of water-stress loading sequences on the creep behavior of granite42
Thermal deterioration of high-temperature granite after cooling shock: multiple-identification and damage mechanism39
Influence of wing crack propagation on the failure process and strength of fractured specimens38
Stabilization of iron ore tailings with cement and bentonite: a case study on Golgohar mine38
In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils38
Post-peak behaviour of rocks under cyclic loading using a double-criteria damage-controlled test method37
Investigating microscale structural characteristics and resultant macroscale mechanical properties of loess exposed to alkaline and saline environments36
Landslide susceptibility mapping using CNN-1D and 2D deep learning algorithms: comparison of their performance at Asir Region, KSA36
Activity characteristics and enlightenment of the debris flow triggered by the rainstorm on 20 August 2019 in Wenchuan County, China36
Landslide susceptibility mapping using hybridized block modular intelligence model35
Spatial prediction of landslide susceptibility using projected storm rainfall and land use in Himalayan region35
Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment34
Research on the collapse process of a thick-layer dangerous rock on the reservoir bank33
Landslide susceptibility mapping along the upper Jinsha River, south-western China: a comparison of hydrological and curvature watershed methods for slope unit classification33
Effect of EPS beads in lightening a typical zeolite and cement-treated sand33
Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles33
Rockburst intensity evaluation by a novel systematic and evolved approach: machine learning booster and application32
The uncertainty of landslide susceptibility prediction modeling: suitability of linear conditioning factors32
Rock mass watering for rock-burst prevention: some thoughts on the mechanisms deduced from laboratory results32
Rheological and strength performances of cold-bonded geopolymer made from limestone dust and bottom ash for grouting and deep mixing31
Distribution characteristics of floor pore water pressure based on similarity simulation experiments31
Characteristics and control technology of face-end roof leaks subjected to repeated mining in close-distance coal seams31
Mapping of landslide susceptibility using the combination of neuro-fuzzy inference system (ANFIS), ant colony (ANFIS-ACOR), and differential evolution (ANFIS-DE) models31
Experimental study of the mechanical behavior of calcareous sand under repeated loading-unloading31
Rock slope stability analysis considering the effect of locked section31
Earth pressure balance shield tunneling in sandy gravel deposits: a case study of application of soil conditioning31
Advanced hyperparameter optimization for improved spatial prediction of shallow landslides using extreme gradient boosting (XGBoost)31
Analysis of landslide stability under seismic action and subsequent rainfall: a case study on the Ganjiazhai giant landslide along the Zhaotong-Qiaojia road during the 2014 Ludian earthquake, Yunnan, 31
Three-dimensional pore characteristics and permeability properties of calcareous sand with different particle sizes30
Landslide susceptibility mapping using an ensemble model of Bagging scheme and random subspace–based naïve Bayes tree in Zigui County of the Three Gorges Reservoir Area, China30
Study of the in situ stress field in a deep valley and its influence on rock slope stability in Southwest China30
Experimental study on mechanical properties and failure behaviour of the pre-cracked coal-rock combination30
Rockburst prediction model based on comprehensive weight and extension methods and its engineering application30
Study on deformation and failure law of soft-hard rock interbedding toppling slope base on similar test29
The classifications of water and mud/rock inrush hazard: a review and update29
Shear properties and pore structure characteristics of soil–rock mixture under freeze–thaw cycles29
Evolution of mechanical behaviours of an expansive soil during drying-wetting, freeze–thaw, and drying-wetting-freeze–thaw cycles29
Linking the mechanical properties of frozen sandstone to phase composition of pore water measured by LF-NMR at subzero temperatures29
Effect of water content on the mechanical properties and deformation characteristics of the clay-bearing red sandstone29
Monitoring of surface deformation in a low coherence area using distributed scatterers InSAR: case study in the Xiaolangdi Basin of the Yellow River, China28
Experimental investigation of the mechanical behaviors and energy evolution characteristics of red sandstone specimens with holes under uniaxial compression28
Long-term uplift of high-speed railway subgrade caused by swelling effect of red-bed mudstone: case study in Southwest China28
The effect of wetting and drying cycles on the swelling-shrinkage behavior of the expansive soils improved by nanosilica and industrial waste28
Prediction of an early failure point using infrared radiation characteristics and energy evolution for sandstone with different water contents28
Fracture evolution during rockburst under true-triaxial loading using acoustic emission monitoring28
Formation and chemo-mechanical characteristics of weak clay interlayers between alternative mudstone and sandstone sequence of gently inclined landslides in Nanjiang, SW China27
Effect of initial minimum principal stress and unloading rate on the spalling and rockburst of marble: a true triaxial experiment investigation27
A four-element fractional creep model of weakly cemented soft rock27
Study on the seepage characteristics of deep buried tunnels under variable high-pressure water heads27
Space-sky-surface integrated monitoring system for overburden migration regularity in shallow-buried high-intensity mining27
Slope reliability analysis in spatially variable soils using sliced inverse regression-based multivariate adaptive regression spline27
Risk assessment of loess tunnel collapse during construction based on an attribute recognition model26
Factors affecting the soil–water retention curve of Chinese loess26
Estimating the strength and deformation of columnar jointed rock mass based on physical model test26
The effects of thermal treatments on the fatigue crack growth of Beishan granite: an in situ observation study26
Mechanical behavior of different sedimentary rocks in the Brazilian test26
3D slope reliability analysis based on the intelligent response surface methodology25
Monitoring of permafrost degradation along the Bei’an-Heihe Expressway in China25
Microseismicity-based method for the dynamic estimation of the potential rockburst scale during tunnel excavation25
Deformation characteristics and reactivation mechanisms of the Outang ancient landslide in the Three Gorges Reservoir, China25
Numerical study of single helical piles and helical pile groups under compressive loading in cohesive and cohesionless soils25
Ground collapse caused by shield tunneling in sandy cobble stratum and its control measures24
Experimental study on the shear characteristics and weakening mechanism of water-bearing rock joints24
System reliability analysis of soldier-piled excavation in unsaturated soil by combining random finite element and sequential compounding methods24
Rockburst prediction for hard rock and deep-lying long tunnels based on the entropy weight ideal point method and geostress field inversion: a case study of the Sangzhuling Tunnel24
One-dimensional compression feature and particle crushability behavior of dry calcareous sand considering fine-grained soil content and relative compaction24
Particle size and confining-pressure effects of shear characteristics of coral sand: an experimental study24
A comparative study on machine learning modeling for mass movement susceptibility mapping (a case study of Iran)24
Strength and dilatancy of coral sand in the South China Sea24
Review of the relationship between aggregates geology and Los Angeles and micro-Deval tests23
Stratigraphic uncertainty characterization using generalized coupled Markov chain23
Engineering properties of sandstone heated to a range of high temperatures23
Damage zones induced by in situ stress unloading during excavation of diversion tunnels for the Jinping II hydropower project23
Assessing channel morphology and prediction of centerline channel migration of the Barak River using geospatial techniques23
Seismic slope stability and failure process analysis using explicit finite element method23
Mechanical behavior and decay model of the sandstone in Urumqi under coupling of freeze–thaw and dynamic loading23
Dynamic response and fracture evolution of marble specimens containing rectangular cavities subjected to dynamic loading23
Accelerated aging laboratory tests for the evaluation of the durability of hydrophobic treated and untreated andesite with respect to salt crystallization, freezing–thawing, and thermal shock23
Theoretical and numerical investigations on mining-induced fault activation and groundwater outburst of coal seam floor23
The characteristics of crack existence and development during rock shear fracturing evolution22
Study of the repeated collapsibility of undisturbed loess in Guyuan, China22
Laboratory investigation of the temperature influence on the mechanical properties and fracture crack distribution of rock under uniaxial compression test22
Study on failure of red clay slopes with different gradients under dry and wet cycles22
Ponded infiltration and spatial–temporal prediction of the water content of silty mudstone22
Development of a combined mining technique to protect the underground workspace above confined aquifer from water inrush disaster22
Deformation control method of a large cross-section tunnel overlaid by a soft-plastic loess layer: a case study22
Upper limit analysis of stability of the water-resistant rock mass of a Karst tunnel face considering the seepage force22
Capturing the footprints of ground motion in the spatial distribution of rainfall-induced landslides22
Detecting freeze–thaw damage degradation of sandstone with initial damage using NMR technology22
Erosion risk mapping of Anambra State in southeastern Nigeria: soil loss estimation by RUSLE model and geoinformatics22
Artificial microcracking of granites subjected to salt crystallization aging test22
Experimental and numerical study on the fragmentation mechanism of a single calcareous sand particle under normal compression21
Effect of carbonate precipitating bacteria on strength and hydraulic characteristics of loess soil21
Prediction of the long-term settlement of the structures built on a reclaimed coral reef island: an aircraft runway21
Rock support prediction based on measurement while drilling technology21
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall21
Coseismic landslide hazard assessment for the future scenario earthquakes in the Kumaun Himalaya, India21
Improvement of characteristics and freeze-thaw durability of solidified loess based on microbially induced carbonate precipitation21
Application of a two-step sampling strategy based on deep neural network for landslide susceptibility mapping21
The dispersion mechanism of dispersive seasonally frozen soil in western Jilin Province21
Slope failure of biotreated sand embankments under rainfall conditions: experimental investigation and numerical simulation20
Shear creep behavior of red sandstone after freeze-thaw cycles considering different temperature ranges20
Deformation characteristics of unstable shallow slopes triggered by rainfall infiltration20
Effect of overburden bending deformation and alluvium mechanical parameters on surface subsidence due to longwall mining20
Prediction of landslide displacement with step-like curve using variational mode decomposition and periodic neural network20
Centrifuge modeling of layered rock slopes susceptible to block-flexure toppling failure20
Deformation characteristics, mechanisms, and influencing factors of hydrodynamic pressure landslides in the Three Gorges Reservoir: a case study and model test study20
Effects of flaw width on cracking behavior of single-flawed rock specimens20
Engineering properties of dredged sediments as a raw resource for fired bricks20
Permeability of loess from the South Jingyang Plateau under different consolidation pressures in terms of the three-dimensional microstructure20
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum20
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area20
Mechanical behaviour and failure characteristics of rocks with composite defects of different angle fissures around hole20
Effectiveness of Newmark-based sampling strategy for coseismic landslide susceptibility mapping using deep learning, support vector machine, and logistic regression20
Experimental study of the microstructure of loess on its macroscopic geotechnical properties of the Baozhong railway subgrade in Ningxia, China20
Experiment and numerical simulation of overburden and surface damage law in shallow coal seam mining under the gully20
Effects of plant roots on soil shear strength and shallow landslide proneness in an area of northern Italian Apennines20
Soil-biochar-plant interaction: differences from the perspective of engineered and agricultural soils20
Experimental study on the characteristics of microseismic signals generated during granite rockburst events20
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region20
Protective effect of partition excavations of a large-deep foundation pit on adjacent tunnels in soft soils: a case study19
Stress-dependent temperature effect on the swelling behavior of compacted GMZ bentonite19
Influence of high-temperature thermal cycles on the pore structure of red sandstone19
Application of two-level design method on subway tunnel crossing active fault: a case study on Urumqi subway tunnel intersected by reverse fault dislocation19
Optimized ANN model for predicting rock mass quality ahead of tunnel face using measure-while-drilling data19
Geomechanical investigation for abandoned salt caverns used for solid waste disposal19
Experimental study on the effect of fine contents on internal erosion in natural soil deposits19
Sub-grade characteristics of soil stabilized with agricultural waste, constructional waste, and lime19
Quantitative hazard analysis and mitigation measures of rockfall in a high-frequency rockfall region19
Experimental investigation of pressure stimulated currents and acoustic emissions from sandstone and gabbro samples subjected to multi-stage uniaxial loading19
Physical model test of seepage and deformation characteristics of shallow expansive soil slope19
Real-time rock strength determination based on rock drillability index and drilling specific energy: an experimental study19
Research on anisotropic permeability and porosity of columnar jointed rock masses during cyclic loading and unloading based on physical model experiments19
Back calculation and hazard prediction of a debris flow in Wenchuan meizoseismal area, China19
Experimental investigation on permeability and energy evolution characteristics of deep sandstone along a three-stage loading path19
Failure characteristics of shale after being subjected to high temperatures under uniaxial compression19
Dynamic properties and environmental impact of waste red mud-treated loess under adverse conditions19
Machine learning-enhanced soil classification by integrating borehole and CPTU data with noise filtering19
Investigating pile anchor support system for deep foundation pit in a congested area of Changchun19
Slope reliability evaluation based on multi-objective grey wolf optimization-multi-kernel-based extreme learning machine agent model19
A sustainable landfill liner material: clay-fly ash geopolymers19
Development and formation of ground fissures induced by an ultra large mining height longwall panel in Shendong mining area19
Effect of polypropylene fiber inclusion in kaolin clay stabilized with lime and nano-zeolite considering temperatures of 20 and 40 °C19
Hybrid-optimized logistic regression model of landslide susceptibility along mountain highway19
Study on crack propagation and shear behavior of weak muddy intercalations submitted to wetting-drying cycles19
Biochar-assisted bio-cementation of a sand using native bacteria19
A review of water rock interaction in underground coal mining: problems and analysis19
Rockburst response in hard rock owing to excavation unloading of twin tunnels at great depth19
e-p curve-based structural parameter for assessing clayey soil structure disturbance19
Study on the influence of the fault dip angle on the stress evolution and slip risk of normal faults in mining18
Collapse behavior and control of hard roofs in steeply inclined coal seams18
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression18
Effects of block shape and inclination on the stability of melange bimrocks18
Drying-induced soil shrinkage and desiccation cracking monitoring with distributed optical fiber sensing technique18
Identification of potential high-stress hazards in deep-buried hard rock tunnel based on microseismic information: a case study18
Physical test of fracture development in the overburden strata above the goaf and diffusion process of permeable grout slurry18
A predictive model for the geometry of landslide dams in V-shaped valleys18
The influence of water on the shear behaviors of intact sandstone18
Landslide response to vegetation by example of July 25–26, 2013, extreme rainstorm, Tianshui, Gansu Province, China18
A new attempt for early warning of unstable rocks based on vibration parameters18
Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study17
Determination of initial stress state and rock mass deformation modulus at Lavarak HEPP by back analysis using ant colony optimization and multivariable regression analysis17
An early-warning method for rock failure based on Hurst exponent in acoustic emission/microseismic activity monitoring17
Crack propagation in high-temperature granite after cooling shock: experiment and numerical simulation17
Evaluation of groundwater effects on tunnel engineering in loess17
Experimental study on air permeability and microscopic mechanism of intact and remolded Malan loess, Loess Plateau, China17
The effect of polyvinyl alcohol solution with a high degree of alcoholysis on the expansion and cracking behaviour of quicklime-treated soil in earthen sites17
Analysis of loess fracture on slope stability based on centrifugal model tests17
The role of different salt solutions and their concentration ratios in salt crystallization test on the durability of the Döğer tuff (Afyonkarahisar, Turkey) used as building stones of cultural herita17
Non-stationarity, heterogeneity, scale effects, and anisotropy investigations on natural rock joint roughness using the variogram method17
Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles17
Estimation of the appropriate sampling interval for rock joints roughness using laser scanning17
Experiment study of physical and mechanical properties of sandstone after variable thermal cycles17
SUSLE: a slope and seasonal rainfall-based RUSLE model for regional quantitative prediction of soil erosion17
Effects of carbonation on chemo-mechanical behaviour of lime-treated soils17
Tracking of disc cutter wear in TBM tunneling: a case study of Kerman water conveyance tunnel17
Effects of freeze-thawing cycles on the physical and mechanical properties of basaltic and dolomitic rocks evaluated with a decay function model17
Assessment of groundwater depletion–induced land subsidence and characterisation of damaging cracks on houses: a case study in Mohali-Chandigarh area, India17
Landslide spatial probability prediction: a comparative assessment of naïve Bayes, ensemble learning, and deep learning approaches17
Fractal dimension, particle shape, and particle breakage analysis for calcareous sand16
Effect and mechanism of fines content on the shear strength of calcareous sand16
Displacement prediction of step-like landslides based on feature optimization and VMD-Bi-LSTM: a case study of the Bazimen and Baishuihe landslides in the Three Gorges, China16
Mechanical properties and stabilizing mechanism of stabilized saline soils with four stabilizers16
Comparative investigation on deformation monitoring and numerical simulation of the deepest excavation in Beijing16
Evaluating the influence of engineering geological parameters on TBM performance during grinding process in limestone strata16
Weakening of mudstone fragments due to disintegration: an experimental investigation16
Characterization of discontinuity surface morphology based on 3D fractal dimension by integrating laser scanning with ArcGIS16
Effect of the number of coplanar rock bridges on the shear strength and stability of slopes with the same discontinuity persistence16
Laboratory and field validation of a LTCC recovery prediction model using relative size of the top coal blocks16
Effect of electric arc and ladle furnace slags on the strength and swelling behavior of cement-stabilized expansive clay16
Experimental study on water and sand inrush of mining cracks in loose layers with different clay contents16
Physical reconstruction and mechanical behavior of fractured rock masses16
Particle breakage mechanism and particle shape evolution of calcareous sand under impact loading16
Numerical analysis of an expansive subgrade slope subjected to rainfall infiltration16
Role of bedding plane in the relationship between Mode-I fracture toughness and tensile strength of shale16
Effect of weakening of sliding zone soils in hydro-fluctuation belt on long-term reliability of reservoir landslides16
Indications of risks in geothermal systems caused by changes in pore structure and mechanical properties of granite: an experimental study16
Geochemical, mineralogical, and microstructural characteristics of fault rocks and their impact on TBM jamming: a case study16
Comparing landslide size probability distribution at the landscape scale (Loess Plateau and the Qinba Mountains, Central China) using double Pareto and inverse gamma16
Geomaterials as construction aggregates: a state-of-the-art16
Scale model test study of influence of joints on blasting vibration attenuation16
Evaluation of debris flow and landslide hazards using ensemble framework of Bayesian- and tree-based models16
Effects of size and shape on the crushing strength of coral sand particles under diametral compression test16
Construction of small sample seismic landslide susceptibility evaluation model based on Transfer Learning: a case study of Jiuzhaigou earthquake16
A quantitative study on the amount of water-retaining agent based on adhesive-modified red bed weathered soil15
Numerical simulation and experimental studies of rock-breaking methods for pre-grooving-assisted disc cutter15
Acoustic emission characteristics and damage evolution process of backfilling body–coal pillar–backfilling body composite structure15
The effects of soil shrinkage during centrifuge tests on SWCC and soil microstructure measurements15
Experimental investigation on stress-induced failure in D-shaped hard rock tunnel under water-bearing and true triaxial compression conditions15
Under and post-construction probabilistic static and seismic slope stability analysis of Barmshour Landfill, Shiraz City, Iran15
Anisotropic properties of shale and its impact on underground structures: an experimental and numerical simulation15
Investigation on the evolution characteristics and transfer mechanism of surrounding rock pressure for a hard-rock tunnel under high geo-stress: case study on the Erlang Mountain Tunnel, China15
Permeability changes in fractured Tamusu mudstone in the context of radioactive waste disposal15
Application of GIS-based statistical modeling for landslide susceptibility mapping in the city of Azazga, Northern Algeria15
Experimental study on the influence of water on the failure properties of sandstone15
Large-scale model test for studying the water inrush during tunnel excavation in fault15
Geological conditions of saturated soft loess stratum and influence of tunnel excavation and dewatering system on its groundwater environment15
Microstructural properties and compressive strength of lime or/and cement solidified silt: a multi-scale study15
Pore and compression characteristics of clay solidified by ionic soil stabilizer15
Deformation characteristics and control for foundation pits in floodplain areas of Nanjing, China15
Physical modeling of the dynamics of a revetment breakwater built on reclaimed coral calcareous sand foundation in the South China Sea—tsunami wave15
A new rockburst criterion of stress–strength ratio considering stress distribution of surrounding rock15
Evaluation of the effects of three different cooling methods on the dynamic mechanical properties of thermal-treated sandstone15
Bentonite-assisted microbial-induced carbonate precipitation for coarse soil improvement15
Identification of potential rockfall sources using UAV-derived point cloud15
The critical curve for shallow saturated zone in soil slope under rainfall and its prediction for landslide characteristics15
Experimental investigation on the transmissivity of fractured granite filled with different materials15
Assessment of hydrological condition in strata associated with old mine working during and post-monsoon using electrical resistivity tomography: a case study15
Clay soil behaviour due to long-term contamination by liquid petroleum fuels: microstructure and geotechnical properties15
Description of different cracking processes affecting dispersive saline soil slopes subjected to the effects of frost and consequences for the stability of low slopes15
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