Bulletin of Engineering Geology and the Environment

Papers
(The TQCC of Bulletin of Engineering Geology and the Environment is 10. 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 2021-12-01 to 2025-12-01.)
ArticleCitations
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices117
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 simulation96
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers76
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China71
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples68
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties61
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area59
Vibration response and evaluation system of cross-tunnel blasting53
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles52
Stability of cement-red soil ecological substrate slope under simulated rainfall conditions: experiment and finite element analysis49
Optimizing installation parameters of DM columns in clay using Taguchi method49
A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow49
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)46
A conceptual model for spatially regulating debris flow materials and energy by cascading check dams based on flume experiments46
Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles45
Time series modelling: applications for groundwater control in urban tunnelling44
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal44
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 Plateau43
Mechanism of failure and control measures for deep excavation and unloading rock mass42
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel42
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China42
Failure characteristics of heated granite under different minor principal stresses: an experimental study42
A re-examination of the factors controlling mobility of large rock avalanches42
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading41
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles41
Assessment of the contemporary stress field and regional geological tectonics in the Heze coal basin, North China, based on stress measurements and focal mechanism solutions40
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid40
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests40
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves40
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study40
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling39
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study39
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height39
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China37
Effect of particle size and gradation on mechanical properties of compaction of broken rock masses: insights from physical modeling37
X-ray microtomography analysis of weathering-induced porosity changes in LD slag, basalt, and gneiss ballast materials37
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition36
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China36
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method35
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations35
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade35
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China35
Study of the influence of particle breakage on compression properties for carbonate sand34
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks33
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels33
Parameter optimization of coal face blasting for coal and gas outburst control33
A multi-parameter monitoring system and early warning model for rainfall-induced landslides32
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin32
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study32
Influence of rock morphology on the dynamic response of flexible rockfall nets under rockfall impacts32
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review32
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method31
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints31
Energy evolution analysis and related failure criterion for layered rocks31
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path31
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period30
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank30
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion30
Numerical analysis of borehole parameters effects on strength weakening of red sandstone30
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application30
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration30
Study on the stability and disaster mechanism of layered soil slopes under heavy rain30
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China30
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope30
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China30
The impact of groundwater level rise on toppling failure in anti-dip slopes: A physical model study29
Application of photogrammetry and in-situ test technology in the stability evaluation of gangue dump slope29
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action29
Assessment of blasting impacts on the discontinuities in a salt stope and pillar mine using a developed image processing29
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test29
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions29
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas29
A novel rapid approach for the stability discrimination of landslide dams29
Analytical solution of seismic analysis of piled-reinforced slopes29
Digital twin-based risk assessment method for dynamic monitoring of heavy rain disasters in rammed earth city site: a case study of the Puzhou ancient city28
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia28
Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction28
How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway28
Estimation of soil displacement profile for seismic design of underground structures in shallow soil28
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining27
Influence of soil parameter spatial variability on railway loess-filled embankment settlement27
Dynamic evolution mechanism and subsequent reactivated ancient landslide analyses of the “6.17” Danba sequential disasters27
A developed capillary tube model for suffossion susceptibility of non-cohesive soils27
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism27
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones27
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel26
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients26
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression26
Engineering geological characteristics and failures of dispersive clays in Northeast China26
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas26
In situ evaluation of soil contaminated by total petroleum hydrocarbons using membrane interface probe: a case study from Nanjing, China26
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression26
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM26
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China26
Experimental investigation on mechanical performance and failure modes of shale interbedded with sandstone under triaxial compression26
Elastoplastic analytical solution of circular ring expansion problem for bi-modulus material based on SMP yield criterion25
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran25
Characterization of the 2D shear wave velocity structure of the majiagou landslide in the three gorges reservoir area of China using seismic surface wave and borehole data25
Evaluation of mechanical properties and geological features of highly sandy dolomite: consequences for engineering safety25
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states25
Integrating geotechnical monitoring for landslide analysis at PK232, East-West highway, Algeria25
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms25
Investigation on the fracture behavior and energy evolution of Brazilian disc with central circular opening: influence of the opening penetration depth25
Investigation of coordinated development of coal mining and pipeline protection under boundary effect of thick unconsolidated layer25
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis24
The influence of quartz content on modulus of elasticity and Poisson’s ratio in quartz sandstone24
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region24
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture24
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters24
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil24
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions23
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India23
Study on the causes, deformation and failure mechanisms of loess multistage collapse23
Dynamic mechanical behaviour of rock-like materials with a flaw under different orientation and infill conditions23
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils23
A new method for mechanical identification of unstable sliding rock23
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data23
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks23
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear23
Fracture evolution and nonlinear characterization of thermally damaged sandstone under uniaxial compression based on acoustic emission parameters23
Study on the spatial relationship between potential and actual rockbursts in a deeply buried hard rock tunnel22
Experimental study on crack evolution behavior and constitutive model of granite based on the deviatoric stress to peak strength ratio22
Novel approach for soil classification using machine learning methods22
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism22
Biochar aging: a review on its implications for soil engineering properties22
Stiffness degradation of saturated coral sand under complex stress conditions22
Elastic modulus estimation of weak rock samples using random forest technique22
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas22
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope22
Investigation of the effect of calcite (CaCO3) grade on impact strength and crushability properties22
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines22
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded22
Insight into geotechnical properties of glacial tills in a periglacial area, Southeast Tibet22
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level22
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China22
Influence of water content on the basic friction angle of porous limestones—experimental study using an automated tilting table22
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model21
Influence of temperature on the residual shear strength of landslide soil: role of the clay fraction21
A novel semianalytical method for evaluating the average consolidation degree of a two-soil-layer deposit21
Experimental investigation of unconsolidated undrained shear behaviour of peat21
Determining the geometry of tailings dams using magnetic prospecting in the La Carolina mining district (southern Spain)21
Susceptibility assessment and driving factor analysis of geological hazards in complex landform areas: insights from sichuan, China21
Karst leakage analysis of Roudbal Dam, southwestern Iran, using geological, hydrogeological, hydrochemical and stable-isotopic approaches21
Evaluation of fine material and chip formation in rock cutting with a conical tool21
Experimental investigation and modelling of the tensile strength and soil water characteristics of a low-plastic clay21
Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion21
Super-large-scale triaxial tests to study the effect of particle size on dynamic characteristics of gravelly soils21
Investigation on mechanism and variation of mesoscopic damage in artificial frozen sandy gravels by X-ray CT scanning21
Data-driven prediction for uniaxial compression failure time of strong bump-prone coal using acoustics-informed neural networks21
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study21
DEM analyses of the two-rockfall cushion layer collision effect on the response of rockfall impact on a gravel buffer layer21
Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings21
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area21
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments20
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling20
Experimental study on the influence of wetting deformation on the strength and deformation characteristics of rockfill materials20
Repeated failure mechanism of weathered solution-collapse breccia slopes induced by excavation and rainfall: the Songkan slope case study20
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine20
Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges20
Seismic stability and failure mode of the slope containing a two-pile foundation20
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism20
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis20
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm20
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles20
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load20
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks20
System reliability analysis of landslides subjected to fluctuation of reservoir water level: a case study in the Three Gorges Reservoir area, China20
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties20
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone20
A sustainable utilization of waste foundry sand in soil stabilization: a review20
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China20
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 tests20
An artificial intelligence optimization method of back analysis of unsteady-steady seepage field for the dam site under complex geological condition20
Mechanical characteristics of thick-bedded limestone with different bedding angles subjected to acid corrosion19
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis19
Extreme precipitation events and landslide activity in the Kashmir Himalaya19
Large-scale model test for studying the water inrush during tunnel excavation in fault19
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex19
Recognising soft-sediment deformation structures as evidence of static liquefaction in historical tailings from Central Mexico19
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission19
Rainfall thresholds for shallow landslides considering rainfall temporal patterns19
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression19
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks19
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide19
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China19
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand19
Influence of grain size or anisotropy on the correlation between uniaxial compressive strength and sound velocity19
Investigating the durability of weak rocks to forecast their long-term behaviors19
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle18
Detecting Tange landslide deformation and disaster chain effects: an integrated approach using SBAS-InSAR and massflow simulation in the hazardous Dongzha River Basin, Tibetan Plateau18
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area18
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load18
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber18
Compaction and shear behavior of red-stratum mudstone soil-rock mixture with different rock content18
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay18
Frictional heating and thermal effects of ancient rockslide sedimentology: a case study of the Dora Kamiyama Rockslide and implications for dynamic reconstruction18
Petrographic, physical–mechanical and fracture modeling of granites: an integrated approach to evaluating the stone reserves and mineral deposits of Ment Granite (western Meseta, Central Massif of Mor18
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum18
Mechanical damage evolution and mechanism of sandstone with prefabricated parallel double fissures under high-humidity condition18
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions18
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion18
Pore water pressure surge and piping failure characteristics in tailings dam: evidence from large-scale physical modelling18
Blastability evaluation for rock mass: review and new tendency18
Seismic dynamic stability analysis of North Grotto Temple18
Numerical analysis of influence factors and control measures for differential settlement of gully land creation18
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall18
Compaction quality control of soil-rock filled subgrades in mountainous areas18
Pore pressure modeling and in situ stress determination in Raniganj basin, India18
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region18
A self-dissolved grouting reinforcement method for water-rich soft rock roadway18
Root reinforcement of herbaceous vegetation for stabilization of coal mine overburden dump slopes18
An Image-based method for quick classification of expansive soils18
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays18
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid18
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis18
Rockfall in orthogonally jointed sandstone: a multi-instrumental study of a pillar collapse18
Fifteen-year professional monitoring and deformation mechanism analysis of a large ancient landslide in the Three Gorges Reservoir Area, China17
Multiscale investigation on the cement-lime modified red mudstone as fill material for high-speed railway17
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China17
Vlasov beam based solution for the cross-sectional deformations of rectangular tunnels in fissured ground considering three-dimensional discontinuous ground reactions17
Landslide prediction based on low-cost and sustainable early warning systems with IoT17
Effects of different fracture parameters on microseisms induced by hydraulic fracturing17
Damage mechanism evolution of red sandstone under drying–wetting cycles: experiment and discrete element modeling17
Quantification of pore structure evolution and its correlation with the macroscopic properties of sandstones under freeze–thaw action17
Catastrophe instability analysis of rock slopes with locked segments in open-pit mine due to freeze–thaw weathering17
Investigation of the mechanical behavior and continuum damage model of sandstone after freezing–thawing cycle action under different immersion conditions17
Prediction model for disc cutter wear during hard rock breaking based on plastic removal abrasiveness mechanism17
Advancing slope stability assessment in weathered metamorphic terrains: a probabilistic approach utilizing the SSPC method on Highland Complex, Sri Lanka17
The formation process and stability analysis of dam site slope in Kala hydropower station through discrete element method17
Roadside devegetation by microbially induced carbonate precipitation using osmosis, ammonium toxicity, and cementation effects17
Effects of compressive deformation of backfill materials on strata movement and stress evolution in deep gangue backfill mining17
Geomechanical zonation using multivariate fractal modeling in Chadormalu iron mine, Central Iran17
Fatigue fracture behaviour and constitutive model of freeze-thaw sandstone under multilevel fatigue loads17
Study on hydrothermal corrosion effects of sandstone in subcritical water environment17
Study on the seepage mechanism of deposit with inverse graining17
Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope17
Numerical and practical investigation of the multiple hole grouting repair law of underground drainage pipeline defects17
A statistical damage model for quasi-brittle rocks based on a modified Hoek-Brown criterion incorporating with the lognormal distribution17
Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study17
The development mining-induced surface cracks in shallow coal seam through double-gully terrain: a case study in a coal mine17
Numerical investigation of water migration in a closed unsaturated expansive clay system17
Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing17
The impact of guar gum biopolymer on mechanical characteristics of soil reinforced with palm fiber16
Groundwater environment and related potential engineering disasters of deep underground space in Shanghai16
Investigation into dynamic failure characteristics and mechanism of sandstones under effects of high temperature treatments16
Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement16
Slake durability and mineralogical characteristic of carbonaceous rocks16
Evolution of the anti-weathering characteristics of clay at earthen sites treated with K2SiO3 solutions: Micromechanism analysis based on SEM tests16
Shearing characteristics and shearing resistance mechanism of volcanic soil with high vesicularity16
Effect of thermal treatment on the expansion characteristics of the diesel-contaminated soil and its mechanism16
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