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 2021-05-01 to 2025-05-01.)
ArticleCitations
Slope reliability analysis in spatially variable soils using sliced inverse regression-based multivariate adaptive regression spline91
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles90
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples80
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks65
A simplified depth-averaged debris flow model with Herschel-Bulkley rheology for tracking density evolution: a finite volume formulation58
Time series modelling: applications for groundwater control in urban tunnelling57
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests52
Vibration response and evaluation system of cross-tunnel blasting51
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height51
Numerical analysis of borehole parameters effects on strength weakening of red sandstone50
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method50
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal49
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin47
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading47
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles47
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid46
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study45
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 simulation41
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area39
A multi-parameter monitoring system and early warning model for rainfall-induced landslides38
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations38
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels37
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties37
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China37
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application37
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices37
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope36
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China36
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China36
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method36
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China35
A re-examination of the factors controlling mobility of large rock avalanches35
Optimizing installation parameters of DM columns in clay using Taguchi method35
Slide-controlling modes and classification system of the mélange high slopes: insight into a disaster-causing mechanism of the Jinsha River mélange belt in the eastern Tibetan Plateau35
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China35
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers35
Experimental evaluation of kaolin stabilised with class F fly ash34
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves34
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path34
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling33
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study33
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition33
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel33
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade32
Study on the frost heave mechanism of the water conveyance canal and optimized design of slope protection32
Study of the influence of particle breakage on compression properties for carbonate sand32
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review32
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study31
Strength development and lime consumption progress relationship in lime stabilized bentonite samples31
Parameter optimization of coal face blasting for coal and gas outburst control31
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints31
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)31
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China31
Energy evolution analysis and related failure criterion for layered rocks30
Analytical solution of seismic analysis of piled-reinforced slopes30
Study on the stability and disaster mechanism of layered soil slopes under heavy rain30
Modelling strength development of cement-stabilised clay and clay with sand impurity cured under varying temperatures30
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas30
Insight into geotechnical properties of glacial tills in a periglacial area, Southeast Tibet30
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas30
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level30
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks29
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope29
Empirical methods to quickly select an appropriate discrete fracture network (DFN) model representing the natural fracture facets29
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining29
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines29
Ambient noise and ERT data provide insights into the structure of co-seismic rock avalanche deposits in Sichuan (China)28
Aperture measurements and seepage properties of typical single natural fractures28
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank28
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis28
A hybrid experiment/theory method for soil conditioning in sandy cobble strata with large cobbles and boulders28
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression28
Coseismic landslide hazard assessment for the future scenario earthquakes in the Kumaun Himalaya, India27
Failure mechanism of rock mass in bench blasting based on structural dynamics27
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region27
Development and formation of ground fissures induced by an ultra large mining height longwall panel in Shendong mining area27
Elastoplastic analytical solution of circular ring expansion problem for bi-modulus material based on SMP yield criterion26
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action26
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China26
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear26
Determining geomechanical parameters and a deformation uncertainty analysis of the Longtan Hydropower Station slope, China26
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions26
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states26
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China26
Application of photogrammetry and in-situ test technology in the stability evaluation of gangue dump slope26
A novel rapid approach for the stability discrimination of landslide dams26
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model25
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients25
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms25
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China25
Novel approach for soil classification using machine learning methods25
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India25
Combined effects of temperature and salt solution on swelling of GMZ01 bentonite–sand mixtures25
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test25
Engineering geological characteristics and failures of dispersive clays in Northeast China25
Experimental investigation on mechanical performance and failure modes of shale interbedded with sandstone under triaxial compression25
In situ evaluation of soil contaminated by total petroleum hydrocarbons using membrane interface probe: a case study from Nanjing, China25
Elastic modulus estimation of weak rock samples using random forest technique24
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism24
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones24
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia24
Influence of water content on the basic friction angle of porous limestones—experimental study using an automated tilting table24
A developed capillary tube model for suffossion susceptibility of non-cohesive soils24
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters24
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions24
Investigation of coordinated development of coal mining and pipeline protection under boundary effect of thick unconsolidated layer24
Experimental study on crack evolution behavior and constitutive model of granite based on the deviatoric stress to peak strength ratio24
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM23
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture23
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel23
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration23
Study on the causes, deformation and failure mechanisms of loess multistage collapse23
How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway22
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas22
Assessment of blasting impacts on the discontinuities in a salt stope and pillar mine using a developed image processing22
Estimation of soil displacement profile for seismic design of underground structures in shallow soil22
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data22
Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction22
The influence of quartz content on modulus of elasticity and Poisson’s ratio in quartz sandstone22
Dynamic evolution mechanism and subsequent reactivated ancient landslide analyses of the “6.17” Danba sequential disasters22
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil22
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran22
Dynamic mechanical behaviour of rock-like materials with a flaw under different orientation and infill conditions21
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism21
Fracture evolution and nonlinear characterization of thermally damaged sandstone under uniaxial compression based on acoustic emission parameters21
Uncertainty analysis of liquefaction-induced lateral spreading using fuzzy variables and genetic algorithm21
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils21
Experimental study on the whole failure process of anti-dip rock slopes subjected to external loading21
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression21
Impact of rock block characteristics on rockfall hazard and its implications for rockfall protection strategies along Himalayan highways: a case study21
Influence of soil parameter spatial variability on railway loess-filled embankment settlement21
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded21
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion21
Spatial prediction of landslide susceptibility using projected storm rainfall and land use in Himalayan region21
Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges20
Karst leakage analysis of Roudbal Dam, southwestern Iran, using geological, hydrogeological, hydrochemical and stable-isotopic approaches20
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis20
Analyzing grain size distributions with the modal decomposition method: potential for future research in engineering geology20
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area20
Pore pressure modeling and in situ stress determination in Raniganj basin, India20
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression20
Investigation on mechanism and variation of mesoscopic damage in artificial frozen sandy gravels by X-ray CT scanning20
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle20
Recognising soft-sediment deformation structures as evidence of static liquefaction in historical tailings from Central Mexico20
Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion20
Influence of grain size or anisotropy on the correlation between uniaxial compressive strength and sound velocity19
Extreme precipitation events and landslide activity in the Kashmir Himalaya19
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load19
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion19
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays19
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study19
Mechanical damage evolution and mechanism of sandstone with prefabricated parallel double fissures under high-humidity condition19
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission19
A self-dissolved grouting reinforcement method for water-rich soft rock roadway19
Influence of freeze–thaw cycles on strength and small strain shear modulus of fine-grained soils stabilized with nano-SiO2 and lime using bender element tests19
Evaluation of fine material and chip formation in rock cutting with a conical tool19
Numerical assessment of tunnel collapse: a case study of a tunnel at the East–West Algerian highway19
Blastability evaluation for rock mass: review and new tendency19
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber19
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall19
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks19
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis19
Large-scale model test for studying the water inrush during tunnel excavation in fault19
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm18
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments18
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism18
A novel semianalytical method for evaluating the average consolidation degree of a two-soil-layer deposit18
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties18
Investigation of geomechanical characterization and size effect of soil-rock mixture: a case study18
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region18
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand18
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling18
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China18
Mechanical characteristics of thick-bedded limestone with different bedding angles subjected to acid corrosion18
Experimental investigation of unconsolidated undrained shear behaviour of peat18
Seismic stability and failure mode of the slope containing a two-pile foundation18
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks18
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay18
Experimental investigation and modelling of the tensile strength and soil water characteristics of a low-plastic clay18
Analysing the life index of diamond cutting tools for marble building stones based on laboratory and field investigations18
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load18
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide18
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles17
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone17
A sustainable utilization of waste foundry sand in soil stabilization: a review17
Evolution of the anti-weathering characteristics of clay at earthen sites treated with K2SiO3 solutions: Micromechanism analysis based on SEM tests17
Investigating the durability of weak rocks to forecast their long-term behaviors17
System reliability analysis of landslides subjected to fluctuation of reservoir water level: a case study in the Three Gorges Reservoir area, China17
Rainfall thresholds for shallow landslides considering rainfall temporal patterns17
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China17
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex17
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, China17
Experimental study on the influence of water on the failure properties of sandstone17
Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement17
An artificial intelligence optimization method of back analysis of unsteady-steady seepage field for the dam site under complex geological condition17
Strength and dilatancy of coral sand in the South China Sea17
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area17
Influence of rock powder on the behaviour of an organic soil17
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum17
Experimental investigations on the tensile behaviour of granite after heating and water-cooling treatment17
Geomechanical zonation using multivariate fractal modeling in Chadormalu iron mine, Central Iran17
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions17
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine17
Frictional heating and thermal effects of ancient rockslide sedimentology: a case study of the Dora Kamiyama Rockslide and implications for dynamic reconstruction16
Numerical analysis of influence factors and control measures for differential settlement of gully land creation16
Discrete element simulation of shallow soil landslides with weak interlayer due to the mechanism of unsaturated seepage16
Slake durability and mineralogical characteristic of carbonaceous rocks16
Diametric splitting strength of compacted expansive soils and modified soils at different water contents16
Measurement of Elastic Bi-modulus of Rock-type Materials: Insight from comparative and parallel tests16
Coal mining method with near-zero impact on the ecological environment in a high-intensity mining area of Northwest China16
Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study16
A statistical damage model for quasi-brittle rocks based on a modified Hoek-Brown criterion incorporating with the lognormal distribution16
Automatic detection of rock boundaries using a hybrid recurrence quantification analysis and machine learning techniques16
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis16
Effects of compressive deformation of backfill materials on strata movement and stress evolution in deep gangue backfill mining16
Numerical investigation of the Baige landslide-induced wave propagation in a narrow river channel16
Effects of displacement rate on mechanical behaviors and failure mechanism of non-caking coal in Brazilian splitting tests16
The development mining-induced surface cracks in shallow coal seam through double-gully terrain: a case study in a coal mine16
Effect of frequency on rock’s mechanical responses under multi-level compressive cyclic loading: an experimental investigation16
Advancing slope stability assessment in weathered metamorphic terrains: a probabilistic approach utilizing the SSPC method on Highland Complex, Sri Lanka16
Numerical simulation of rock cutting process induced by a pick cutter considering dynamic properties of rock at intermediate strain rate16
An integrated investigation of the failure mechanism of loess landslide induced by raining: from field to laboratory16
Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope16
Study of pore space variation characteristics of soil samples at different depths in loess strata16
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid16
Numerical investigation of water migration in a closed unsaturated expansive clay system15
Catastrophe instability analysis of rock slopes with locked segments in open-pit mine due to freeze–thaw weathering15
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China15
Study on the seepage mechanism of deposit with inverse graining15
Crack propagation in high-temperature granite after cooling shock: experiment and numerical simulation15
Effects of different fracture parameters on microseisms induced by hydraulic fracturing15
Rockburst intensity evaluation by a novel systematic and evolved approach: machine learning booster and application15
Research on the collapse process of a thick-layer dangerous rock on the reservoir bank15
Evaluation of the effects of three different cooling methods on the dynamic mechanical properties of thermal-treated sandstone15
The impact of guar gum biopolymer on mechanical characteristics of soil reinforced with palm fiber15
Groundwater environment and related potential engineering disasters of deep underground space in Shanghai15
Effect of thermal treatment on the expansion characteristics of the diesel-contaminated soil and its mechanism15
Vlasov beam based solution for the cross-sectional deformations of rectangular tunnels in fissured ground considering three-dimensional discontinuous ground reactions15
Fifteen-year professional monitoring and deformation mechanism analysis of a large ancient landslide in the Three Gorges Reservoir Area, China15
Seismic dynamic stability analysis of North Grotto Temple15
Application of GIS-based statistical modeling for landslide susceptibility mapping in the city of Azazga, Northern Algeria15
Numerical and practical investigation of the multiple hole grouting repair law of underground drainage pipeline defects15
Impact of slope stability changes on landslide activity near the epicenter of the 2008 Wenchuan Ms8.0 earthquake, China15
Damage mechanism evolution of red sandstone under drying–wetting cycles: experiment and discrete element modeling15
An integrated approach to model seismic loss for the Himalayan infrastructure projects: Decision-making and functionality concept for disaster mitigation15
Shearing characteristics and shearing resistance mechanism of volcanic soil with high vesicularity15
Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing15
Quantification of pore structure evolution and its correlation with the macroscopic properties of sandstones under freeze–thaw action15
Investigation of the mechanical behavior and continuum damage model of sandstone after freezing–thawing cycle action under different immersion conditions15
Fatigue fracture behaviour and constitutive model of freeze-thaw sandstone under multilevel fatigue loads15
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