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 2021-09-01 to 2025-09-01.)
ArticleCitations
Time series modelling: applications for groundwater control in urban tunnelling100
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height98
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal92
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid72
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 simulation70
Numerical analysis of borehole parameters effects on strength weakening of red sandstone61
Mechanism of failure and control measures for deep excavation and unloading rock mass60
Failure characteristics of heated granite under different minor principal stresses: an experimental study59
Influence of rock morphology on the dynamic response of flexible rockfall nets under rockfall impacts58
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period53
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties50
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices49
A conceptual model for spatially regulating debris flow materials and energy by cascading check dams based on flume experiments45
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels45
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves44
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China42
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China42
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method42
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles42
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling41
A re-examination of the factors controlling mobility of large rock avalanches40
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China40
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 Plateau40
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)39
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method38
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China38
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles37
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers37
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading37
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China37
Parameter optimization of coal face blasting for coal and gas outburst control37
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints37
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study37
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope37
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition36
Study of the influence of particle breakage on compression properties for carbonate sand36
Optimizing installation parameters of DM columns in clay using Taguchi method35
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application35
A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow35
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area34
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade34
Vibration response and evaluation system of cross-tunnel blasting34
Stability of cement-red soil ecological substrate slope under simulated rainfall conditions: experiment and finite element analysis34
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China34
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel34
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples32
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study32
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests32
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks32
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin32
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study31
Energy evolution analysis and related failure criterion for layered rocks31
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations31
A multi-parameter monitoring system and early warning model for rainfall-induced landslides31
Study on the frost heave mechanism of the water conveyance canal and optimized design of slope protection31
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review31
Insight into geotechnical properties of glacial tills in a periglacial area, Southeast Tibet30
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path30
Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles30
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis30
A novel rapid approach for the stability discrimination of landslide dams29
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China29
A new method for mechanical identification of unstable sliding rock28
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones28
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion28
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran28
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action28
Dynamic evolution mechanism and subsequent reactivated ancient landslide analyses of the “6.17” Danba sequential disasters28
Investigation of coordinated development of coal mining and pipeline protection under boundary effect of thick unconsolidated layer28
Application of photogrammetry and in-situ test technology in the stability evaluation of gangue dump slope28
Fracture evolution and nonlinear characterization of thermally damaged sandstone under uniaxial compression based on acoustic emission parameters28
Study on the causes, deformation and failure mechanisms of loess multistage collapse27
Analytical solution of seismic analysis of piled-reinforced slopes27
A hybrid experiment/theory method for soil conditioning in sandy cobble strata with large cobbles and boulders27
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions27
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel26
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions26
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas26
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas26
In situ evaluation of soil contaminated by total petroleum hydrocarbons using membrane interface probe: a case study from Nanjing, China26
Elastoplastic analytical solution of circular ring expansion problem for bi-modulus material based on SMP yield criterion26
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms26
Dynamic mechanical behaviour of rock-like materials with a flaw under different orientation and infill conditions26
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test26
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia26
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India26
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils26
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model26
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM26
Assessment of blasting impacts on the discontinuities in a salt stope and pillar mine using a developed image processing25
Influence of soil parameter spatial variability on railway loess-filled embankment settlement25
Estimation of soil displacement profile for seismic design of underground structures in shallow soil25
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 city25
The influence of quartz content on modulus of elasticity and Poisson’s ratio in quartz sandstone25
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil25
How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway25
The impact of groundwater level rise on toppling failure in anti-dip slopes: A physical model study25
Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction25
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression24
Experimental study on crack evolution behavior and constitutive model of granite based on the deviatoric stress to peak strength ratio24
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients24
Novel approach for soil classification using machine learning methods23
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas23
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank23
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region23
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China23
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear23
Experimental investigation on mechanical performance and failure modes of shale interbedded with sandstone under triaxial compression23
A developed capillary tube model for suffossion susceptibility of non-cohesive soils22
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters22
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining22
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration22
Development and formation of ground fissures induced by an ultra large mining height longwall panel in Shendong mining area22
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China22
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states22
Study on the stability and disaster mechanism of layered soil slopes under heavy rain22
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope22
Engineering geological characteristics and failures of dispersive clays in Northeast China22
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level22
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism22
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks22
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression22
Influence of water content on the basic friction angle of porous limestones—experimental study using an automated tilting table21
Elastic modulus estimation of weak rock samples using random forest technique21
Investigation on mechanism and variation of mesoscopic damage in artificial frozen sandy gravels by X-ray CT scanning21
Karst leakage analysis of Roudbal Dam, southwestern Iran, using geological, hydrogeological, hydrochemical and stable-isotopic approaches21
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area21
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data21
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism21
Uncertainty analysis of liquefaction-induced lateral spreading using fuzzy variables and genetic algorithm21
Compaction quality control of soil-rock filled subgrades in mountainous areas21
Repeated failure mechanism of weathered solution-collapse breccia slopes induced by excavation and rainfall: the Songkan slope case study21
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded21
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture21
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines21
Seismic stability and failure mode of the slope containing a two-pile foundation21
Recognising soft-sediment deformation structures as evidence of static liquefaction in historical tailings from Central Mexico21
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis20
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex20
Experimental investigation of unconsolidated undrained shear behaviour of peat20
A novel semianalytical method for evaluating the average consolidation degree of a two-soil-layer deposit20
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China20
Influence of grain size or anisotropy on the correlation between uniaxial compressive strength and sound velocity20
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks20
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study20
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments20
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions20
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion20
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China20
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties20
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism20
Mechanical characteristics of thick-bedded limestone with different bedding angles subjected to acid corrosion20
Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges19
Evaluation of fine material and chip formation in rock cutting with a conical tool19
Determining the geometry of tailings dams using magnetic prospecting in the La Carolina mining district (southern Spain)19
Experimental study on the influence of water on the failure properties of sandstone19
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand19
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load19
Investigating the durability of weak rocks to forecast their long-term behaviors19
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay19
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber19
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm19
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles19
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis19
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays19
Super-large-scale triaxial tests to study the effect of particle size on dynamic characteristics of gravelly soils19
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks19
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression19
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle19
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load18
Extreme precipitation events and landslide activity in the Kashmir Himalaya18
Rainfall thresholds for shallow landslides considering rainfall temporal patterns18
Mechanical damage evolution and mechanism of sandstone with prefabricated parallel double fissures under high-humidity condition18
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling18
A sustainable utilization of waste foundry sand in soil stabilization: a review18
Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion18
An artificial intelligence optimization method of back analysis of unsteady-steady seepage field for the dam site under complex geological condition18
Data-driven prediction for uniaxial compression failure time of strong bump-prone coal using acoustics-informed neural networks18
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission18
Experimental investigation and modelling of the tensile strength and soil water characteristics of a low-plastic clay18
A self-dissolved grouting reinforcement method for water-rich soft rock roadway18
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region18
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone18
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum18
Influence of temperature on the residual shear strength of landslide soil: role of the clay fraction18
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall18
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 tests18
Pore pressure modeling and in situ stress determination in Raniganj basin, India18
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide18
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine18
Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings17
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis17
Slake durability and mineralogical characteristic of carbonaceous rocks17
Measurement of Elastic Bi-modulus of Rock-type Materials: Insight from comparative and parallel tests17
Numerical analysis of influence factors and control measures for differential settlement of gully land creation17
Blastability evaluation for rock mass: review and new tendency17
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
Geomechanical zonation using multivariate fractal modeling in Chadormalu iron mine, Central Iran17
Numerical simulation of rock cutting process induced by a pick cutter considering dynamic properties of rock at intermediate strain rate17
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid17
Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement17
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area17
Large-scale model test for studying the water inrush during tunnel excavation in fault17
Discrete element simulation of shallow soil landslides with weak interlayer due to the mechanism of unsaturated seepage17
Frictional heating and thermal effects of ancient rockslide sedimentology: a case study of the Dora Kamiyama Rockslide and implications for dynamic reconstruction17
Study of pore space variation characteristics of soil samples at different depths in loess strata17
Three-dimensional modified pseudo-dynamic analysis of reinforced slopes with inclined soil nails17
System reliability analysis of landslides subjected to fluctuation of reservoir water level: a case study in the Three Gorges Reservoir area, China17
Influence of rock powder on the behaviour of an organic soil17
Automatic detection of rock boundaries using a hybrid recurrence quantification analysis and machine learning techniques16
Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study16
Numerical investigation of the Baige landslide-induced wave propagation in a narrow river channel16
The development mining-induced surface cracks in shallow coal seam through double-gully terrain: a case study in a coal mine16
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 Mor16
Rockburst intensity evaluation by a novel systematic and evolved approach: machine learning booster and application16
An integrated investigation of the failure mechanism of loess landslide induced by raining: from field to laboratory16
Landslide prediction based on low-cost and sustainable early warning systems with IoT16
Numerical investigation of water migration in a closed unsaturated expansive clay system16
Seepage field analysis and evaluation of seepage control effect at the dam foundation of Baihetan Hydropower Station16
Evolution of the anti-weathering characteristics of clay at earthen sites treated with K2SiO3 solutions: Micromechanism analysis based on SEM tests16
GIS-based determination of potential instabilities and source rock areas on the Torul-Kürtün (Gümüşhane) motorway, rockfall, and protection structure analyses16
Seismic dynamic stability analysis of North Grotto Temple16
Shearing characteristics and shearing resistance mechanism of volcanic soil with high vesicularity16
Study on the seepage mechanism of deposit with inverse graining16
Advancing slope stability assessment in weathered metamorphic terrains: a probabilistic approach utilizing the SSPC method on Highland Complex, Sri Lanka16
Effects of displacement rate on mechanical behaviors and failure mechanism of non-caking coal in Brazilian splitting tests16
Vlasov beam based solution for the cross-sectional deformations of rectangular tunnels in fissured ground considering three-dimensional discontinuous ground reactions16
Effect of frequency on rock’s mechanical responses under multi-level compressive cyclic loading: an experimental investigation16
Effects of different fracture parameters on microseisms induced by hydraulic fracturing16
Investigation of the mechanical behavior and continuum damage model of sandstone after freezing–thawing cycle action under different immersion conditions16
Multiscale investigation on the cement-lime modified red mudstone as fill material for high-speed railway16
New approach for assessing uniaxial compressive strength of rocks using measurement from nanoindentation experiments16
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China16
Damage mechanism evolution of red sandstone under drying–wetting cycles: experiment and discrete element modeling16
Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope16
Groundwater environment and related potential engineering disasters of deep underground space in Shanghai15
Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing15
Experimental investigation and fractional elastoplastic damage constitutive modelling of gray sandstone under loading disturbance15
Correction to: Statistical investigation of induced seismicity associated with the impoundment of the Xiangjiaba Reservoir, Southwestern China15
Catastrophe instability analysis of rock slopes with locked segments in open-pit mine due to freeze–thaw weathering15
Study on mechanical properties and embankment instability of dispersive clay under plane strain conditions in Songnen Plain China15
Semi-automatic identification of rock discontinuity orientation based on 3D point clouds and its engineering application15
Development of a loading and diagnostic system to study laboratory earthquakes15
A statistical damage model for quasi-brittle rocks based on a modified Hoek-Brown criterion incorporating with the lognormal distribution15
Experimental and damage constitutive study of the stress-induced post-peak deformation and brittle–ductile behaviours of prismatic deeply buried marble15
Prediction model for disc cutter wear during hard rock breaking based on plastic removal abrasiveness mechanism15
An integrated approach to model seismic loss for the Himalayan infrastructure projects: Decision-making and functionality concept for disaster mitigation15
The effect of particle shape and bedding angle on mechanical properties of Ili loess under low matric suction15
Physicochemical and compressibility characteristics of dispersive clay under freeze–thaw cycles and soaking in northeastern China15
Research on the collapse process of a thick-layer dangerous rock on the reservoir bank15
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