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 2021-06-01 to 2025-06-01.)
ArticleCitations
Slope reliability analysis in spatially variable soils using sliced inverse regression-based multivariate adaptive regression spline91
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples91
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks86
Time series modelling: applications for groundwater control in urban tunnelling67
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests62
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height58
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal54
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles53
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin53
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid52
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 simulation50
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area49
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties48
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices47
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope45
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
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers40
A re-examination of the factors controlling mobility of large rock avalanches40
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path40
Study of the influence of particle breakage on compression properties for carbonate sand39
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition38
Influence of rock morphology on the dynamic response of flexible rockfall nets under rockfall impacts37
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China37
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China37
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves37
Failure characteristics of heated granite under different minor principal stresses: an experimental study37
Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles36
Optimizing installation parameters of DM columns in clay using Taguchi method36
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China36
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China36
Vibration response and evaluation system of cross-tunnel blasting36
Study on the frost heave mechanism of the water conveyance canal and optimized design of slope protection35
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period35
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)35
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints34
Mechanism of failure and control measures for deep excavation and unloading rock mass34
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling34
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China34
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study34
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels34
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study32
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading32
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application32
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method32
Parameter optimization of coal face blasting for coal and gas outburst control32
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles31
A multi-parameter monitoring system and early warning model for rainfall-induced landslides31
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel31
Experimental evaluation of kaolin stabilised with class F fly ash31
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China31
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade31
Numerical analysis of borehole parameters effects on strength weakening of red sandstone31
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study30
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method30
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations30
Energy evolution analysis and related failure criterion for layered rocks30
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review30
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks29
Ambient noise and ERT data provide insights into the structure of co-seismic rock avalanche deposits in Sichuan (China)29
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope29
Insight into geotechnical properties of glacial tills in a periglacial area, Southeast Tibet29
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas29
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas29
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis28
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China28
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states28
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region28
A novel rapid approach for the stability discrimination of landslide dams28
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions28
A hybrid experiment/theory method for soil conditioning in sandy cobble strata with large cobbles and boulders28
Failure mechanism of rock mass in bench blasting based on structural dynamics28
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 parameters27
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear27
Analytical solution of seismic analysis of piled-reinforced slopes27
Elastoplastic analytical solution of circular ring expansion problem for bi-modulus material based on SMP yield criterion27
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism27
Novel approach for soil classification using machine learning methods27
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action26
Experimental investigation on mechanical performance and failure modes of shale interbedded with sandstone under triaxial compression26
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China26
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model26
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression26
Combined effects of temperature and salt solution on swelling of GMZ01 bentonite–sand mixtures26
In situ evaluation of soil contaminated by total petroleum hydrocarbons using membrane interface probe: a case study from Nanjing, China26
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion26
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test26
Influence of water content on the basic friction angle of porous limestones—experimental study using an automated tilting table26
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters25
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia25
Investigation of coordinated development of coal mining and pipeline protection under boundary effect of thick unconsolidated layer25
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism25
Experimental study on crack evolution behavior and constitutive model of granite based on the deviatoric stress to peak strength ratio25
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones25
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel24
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture24
Dynamic evolution mechanism and subsequent reactivated ancient landslide analyses of the “6.17” Danba sequential disasters24
Study on the causes, deformation and failure mechanisms of loess multistage collapse24
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil24
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data24
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration24
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM24
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas24
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran23
Estimation of soil displacement profile for seismic design of underground structures in shallow soil23
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils23
Assessment of blasting impacts on the discontinuities in a salt stope and pillar mine using a developed image processing23
Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction23
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded23
Influence of soil parameter spatial variability on railway loess-filled embankment settlement23
How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway23
The influence of quartz content on modulus of elasticity and Poisson’s ratio in quartz sandstone23
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level23
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank22
Dynamic mechanical behaviour of rock-like materials with a flaw under different orientation and infill conditions22
Engineering geological characteristics and failures of dispersive clays in Northeast China22
Experimental study on the whole failure process of anti-dip rock slopes subjected to external loading22
Determining geomechanical parameters and a deformation uncertainty analysis of the Longtan Hydropower Station slope, China22
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 city22
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India22
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients21
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines21
Elastic modulus estimation of weak rock samples using random forest technique21
The impact of groundwater level rise on toppling failure in anti-dip slopes: A physical model study21
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China21
A developed capillary tube model for suffossion susceptibility of non-cohesive soils21
Aperture measurements and seepage properties of typical single natural fractures21
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining21
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression21
Study on the stability and disaster mechanism of layered soil slopes under heavy rain20
Uncertainty analysis of liquefaction-induced lateral spreading using fuzzy variables and genetic algorithm20
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area20
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber20
Numerical assessment of tunnel collapse: a case study of a tunnel at the East–West Algerian highway20
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms20
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions20
Investigation on mechanism and variation of mesoscopic damage in artificial frozen sandy gravels by X-ray CT scanning20
Influence of grain size or anisotropy on the correlation between uniaxial compressive strength and sound velocity20
Recognising soft-sediment deformation structures as evidence of static liquefaction in historical tailings from Central Mexico20
Pore pressure modeling and in situ stress determination in Raniganj basin, India20
Development and formation of ground fissures induced by an ultra large mining height longwall panel in Shendong mining area20
Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges20
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission20
A self-dissolved grouting reinforcement method for water-rich soft rock roadway20
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall19
System reliability analysis of landslides subjected to fluctuation of reservoir water level: a case study in the Three Gorges Reservoir area, China19
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load19
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression19
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm19
Experimental investigation of unconsolidated undrained shear behaviour of peat19
Evaluation of fine material and chip formation in rock cutting with a conical tool19
Analyzing grain size distributions with the modal decomposition method: potential for future research in engineering geology19
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine19
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, China19
Large-scale model test for studying the water inrush during tunnel excavation in fault19
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties19
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand19
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion19
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks19
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles19
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis19
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study19
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load19
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China19
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions18
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays18
Strength and dilatancy of coral sand in the South China Sea18
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region18
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism18
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis18
Karst leakage analysis of Roudbal Dam, southwestern Iran, using geological, hydrogeological, hydrochemical and stable-isotopic approaches18
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone18
Rainfall thresholds for shallow landslides considering rainfall temporal patterns18
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling18
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay18
A novel semianalytical method for evaluating the average consolidation degree of a two-soil-layer deposit18
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments18
An artificial intelligence optimization method of back analysis of unsteady-steady seepage field for the dam site under complex geological condition18
Repeated failure mechanism of weathered solution-collapse breccia slopes induced by excavation and rainfall: the Songkan slope case study18
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
Seismic stability and failure mode of the slope containing a two-pile foundation17
Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion17
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle17
Influence of rock powder on the behaviour of an organic soil17
Mechanical damage evolution and mechanism of sandstone with prefabricated parallel double fissures under high-humidity condition17
Mechanical characteristics of thick-bedded limestone with different bedding angles subjected to acid corrosion17
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex17
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China17
Extreme precipitation events and landslide activity in the Kashmir Himalaya17
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum17
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 tests17
Blastability evaluation for rock mass: review and new tendency17
A sustainable utilization of waste foundry sand in soil stabilization: a review17
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide17
Geomechanical zonation using multivariate fractal modeling in Chadormalu iron mine, Central Iran17
Evolution of the anti-weathering characteristics of clay at earthen sites treated with K2SiO3 solutions: Micromechanism analysis based on SEM tests17
Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement17
Investigating the durability of weak rocks to forecast their long-term behaviors17
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area17
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks17
Experimental study on the influence of water on the failure properties of sandstone17
Compaction quality control of soil-rock filled subgrades in mountainous areas17
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis16
Discrete element simulation of shallow soil landslides with weak interlayer due to the mechanism of unsaturated seepage16
Study of pore space variation characteristics of soil samples at different depths in loess strata16
Numerical and practical investigation of the multiple hole grouting repair law of underground drainage pipeline defects16
Shearing characteristics and shearing resistance mechanism of volcanic soil with high vesicularity16
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China16
Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope16
Slake durability and mineralogical characteristic of carbonaceous rocks16
Effect of frequency on rock’s mechanical responses under multi-level compressive cyclic loading: an experimental investigation16
A statistical damage model for quasi-brittle rocks based on a modified Hoek-Brown criterion incorporating with the lognormal distribution16
Numerical simulation of rock cutting process induced by a pick cutter considering dynamic properties of rock at intermediate strain rate16
Measurement of Elastic Bi-modulus of Rock-type Materials: Insight from comparative and parallel tests16
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
Diametric splitting strength of compacted expansive soils and modified soils at different water contents16
Prediction model for disc cutter wear during hard rock breaking based on plastic removal abrasiveness mechanism16
An integrated investigation of the failure mechanism of loess landslide induced by raining: from field to laboratory16
Automatic detection of rock boundaries using a hybrid recurrence quantification analysis and machine learning techniques16
Numerical analysis of influence factors and control measures for differential settlement of gully land creation16
Coal mining method with near-zero impact on the ecological environment in a high-intensity mining area of Northwest China16
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
Seepage field analysis and evaluation of seepage control effect at the dam foundation of Baihetan Hydropower Station16
Seismic dynamic stability analysis of North Grotto Temple16
Effects of compressive deformation of backfill materials on strata movement and stress evolution in deep gangue backfill mining16
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid16
Frictional heating and thermal effects of ancient rockslide sedimentology: a case study of the Dora Kamiyama Rockslide and implications for dynamic reconstruction16
Application of GIS-based statistical modeling for landslide susceptibility mapping in the city of Azazga, Northern Algeria15
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 Mor15
Numerical investigation of the Baige landslide-induced wave propagation in a narrow river channel15
Fatigue fracture behaviour and constitutive model of freeze-thaw sandstone under multilevel fatigue loads15
GIS-based determination of potential instabilities and source rock areas on the Torul-Kürtün (Gümüşhane) motorway, rockfall, and protection structure analyses15
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
Effect of oxygen on damage mechanism and mechanical properties of sandstone at high temperature15
Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study15
Quantification of pore structure evolution and its correlation with the macroscopic properties of sandstones under freeze–thaw action15
The development mining-induced surface cracks in shallow coal seam through double-gully terrain: a case study in a coal mine15
Vlasov beam based solution for the cross-sectional deformations of rectangular tunnels in fissured ground considering three-dimensional discontinuous ground reactions15
Study on the seepage mechanism of deposit with inverse graining15
Effect of thermal treatment on the expansion characteristics of the diesel-contaminated soil and its mechanism15
Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing15
Research on the collapse process of a thick-layer dangerous rock on the reservoir bank15
Multiscale investigation on the cement-lime modified red mudstone as fill material for high-speed railway15
Groundwater environment and related potential engineering disasters of deep underground space in Shanghai15
Investigation of the mechanical behavior and continuum damage model of sandstone after freezing–thawing cycle action under different immersion conditions15
Influence of high temperatures on physical properties and microstructure of gneiss15
4.1527609825134