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 2021-10-01 to 2025-10-01.)
ArticleCitations
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties107
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices100
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area93
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade73
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 simulation64
Numerical analysis of borehole parameters effects on strength weakening of red sandstone63
Vibration response and evaluation system of cross-tunnel blasting60
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling59
Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles57
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel50
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China49
Time series modelling: applications for groundwater control in urban tunnelling49
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests47
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal45
A conceptual model for spatially regulating debris flow materials and energy by cascading check dams based on flume experiments45
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
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height42
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition42
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application42
Energy evolution analysis and related failure criterion for layered rocks41
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles40
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels40
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope40
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations40
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method40
Study of the influence of particle breakage on compression properties for carbonate sand39
Stability of cement-red soil ecological substrate slope under simulated rainfall conditions: experiment and finite element analysis39
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints39
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China38
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)38
A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow38
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves38
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study37
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China37
A multi-parameter monitoring system and early warning model for rainfall-induced landslides37
A re-examination of the factors controlling mobility of large rock avalanches37
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study37
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method36
Mechanism of failure and control measures for deep excavation and unloading rock mass35
Influence of rock morphology on the dynamic response of flexible rockfall nets under rockfall impacts35
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period35
Failure characteristics of heated granite under different minor principal stresses: an experimental study35
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles34
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading34
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study33
Parameter optimization of coal face blasting for coal and gas outburst control33
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples33
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks33
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China32
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review32
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin32
Optimizing installation parameters of DM columns in clay using Taguchi method31
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China31
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers30
In situ evaluation of soil contaminated by total petroleum hydrocarbons using membrane interface probe: a case study from Nanjing, China30
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path30
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China30
Study on the stability and disaster mechanism of layered soil slopes under heavy rain29
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration29
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel29
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters29
Integrating geotechnical monitoring for landslide analysis at PK232, East-West highway, Algeria29
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression29
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture28
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion28
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks28
Elastic modulus estimation of weak rock samples using random forest technique28
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank28
Engineering geological characteristics and failures of dispersive clays in Northeast China28
Analytical solution of seismic analysis of piled-reinforced slopes28
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China28
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions27
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas27
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data27
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions27
Dynamic mechanical behaviour of rock-like materials with a flaw under different orientation and infill conditions27
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action26
Study on the causes, deformation and failure mechanisms of loess multistage collapse26
Insight into geotechnical properties of glacial tills in a periglacial area, Southeast Tibet26
Application of photogrammetry and in-situ test technology in the stability evaluation of gangue dump slope26
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test26
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level26
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran26
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients26
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China26
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis26
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope26
Dynamic evolution mechanism and subsequent reactivated ancient landslide analyses of the “6.17” Danba sequential disasters26
Investigation of coordinated development of coal mining and pipeline protection under boundary effect of thick unconsolidated layer26
A novel rapid approach for the stability discrimination of landslide dams26
Assessment of blasting impacts on the discontinuities in a salt stope and pillar mine using a developed image processing25
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear25
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas25
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model25
The impact of groundwater level rise on toppling failure in anti-dip slopes: A physical model study25
Novel approach for soil classification using machine learning methods25
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression24
Estimation of soil displacement profile for seismic design of underground structures in shallow soil24
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia24
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM24
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil24
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 city24
How to avoid gas clogging in groundwater heat pump systems: a case study from the Lena terrasse system in Melhus, Norway24
Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction23
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China23
Stiffness degradation of saturated coral sand under complex stress conditions23
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism23
The influence of quartz content on modulus of elasticity and Poisson’s ratio in quartz sandstone23
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas23
Influence of water content on the basic friction angle of porous limestones—experimental study using an automated tilting table23
Influence of soil parameter spatial variability on railway loess-filled embankment settlement23
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states23
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones23
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 data22
A new method for mechanical identification of unstable sliding rock22
Experimental investigation on mechanical performance and failure modes of shale interbedded with sandstone under triaxial compression22
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region22
A developed capillary tube model for suffossion susceptibility of non-cohesive soils22
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils22
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining22
Fracture evolution and nonlinear characterization of thermally damaged sandstone under uniaxial compression based on acoustic emission parameters22
Elastoplastic analytical solution of circular ring expansion problem for bi-modulus material based on SMP yield criterion22
Experimental study on crack evolution behavior and constitutive model of granite based on the deviatoric stress to peak strength ratio22
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India22
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism22
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded22
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines22
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
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis21
Repeated failure mechanism of weathered solution-collapse breccia slopes induced by excavation and rainfall: the Songkan slope case study21
Recognising soft-sediment deformation structures as evidence of static liquefaction in historical tailings from Central Mexico21
Influence of grain size or anisotropy on the correlation between uniaxial compressive strength and sound velocity21
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms21
Seismic stability and failure mode of the slope containing a two-pile foundation21
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion21
Compaction quality control of soil-rock filled subgrades in mountainous areas21
Investigating the durability of weak rocks to forecast their long-term behaviors20
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks20
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum20
Data-driven prediction for uniaxial compression failure time of strong bump-prone coal using acoustics-informed neural networks20
Evaluation of fine material and chip formation in rock cutting with a conical tool20
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study20
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area20
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex20
Mechanical characteristics of thick-bedded limestone with different bedding angles subjected to acid corrosion20
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area20
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall20
Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings20
Super-large-scale triaxial tests to study the effect of particle size on dynamic characteristics of gravelly soils20
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load20
Determining the geometry of tailings dams using magnetic prospecting in the La Carolina mining district (southern Spain)20
System reliability analysis of landslides subjected to fluctuation of reservoir water level: a case study in the Three Gorges Reservoir area, China20
Blastability evaluation for rock mass: review and new tendency20
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles20
Experimental investigation of unconsolidated undrained shear behaviour of peat19
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism19
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis19
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission19
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone19
Extreme precipitation events and landslide activity in the Kashmir Himalaya19
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China19
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties19
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle19
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine19
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks19
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand19
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments19
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load19
Experimental investigation and modelling of the tensile strength and soil water characteristics of a low-plastic clay19
A sustainable utilization of waste foundry sand in soil stabilization: a review19
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression19
Influence of temperature on the residual shear strength of landslide soil: role of the clay fraction18
A self-dissolved grouting reinforcement method for water-rich soft rock roadway18
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide18
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions18
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
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, China18
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm18
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
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays18
Pore pressure modeling and in situ stress determination in Raniganj basin, India18
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling18
Limit state analysis of stepped sliding of jointed rock slope based on tensile-shear composite failure mode of rock bridges18
Uncertainty analysis of liquefaction-induced lateral spreading using fuzzy variables and genetic algorithm18
A novel semianalytical method for evaluating the average consolidation degree of a two-soil-layer deposit18
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China18
Mechanical damage evolution and mechanism of sandstone with prefabricated parallel double fissures under high-humidity condition18
Experimental study on the influence of wetting deformation on the strength and deformation characteristics of rockfill materials18
Large-scale model test for studying the water inrush during tunnel excavation in fault18
Rainfall thresholds for shallow landslides considering rainfall temporal patterns18
Numerical investigation of the Baige landslide-induced wave propagation in a narrow river channel17
Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing17
Seismic dynamic stability analysis of North Grotto Temple17
Rockburst intensity evaluation by a novel systematic and evolved approach: machine learning booster and application17
Influence of rock powder on the behaviour of an organic soil17
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay17
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis17
Frictional heating and thermal effects of ancient rockslide sedimentology: a case study of the Dora Kamiyama Rockslide and implications for dynamic reconstruction17
New approach for assessing uniaxial compressive strength of rocks using measurement from nanoindentation experiments17
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 Mor17
Multiscale investigation on the cement-lime modified red mudstone as fill material for high-speed railway17
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid17
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber17
Numerical simulation of rock cutting process induced by a pick cutter considering dynamic properties of rock at intermediate strain rate17
Fifteen-year professional monitoring and deformation mechanism analysis of a large ancient landslide in the Three Gorges Reservoir Area, China17
Discrete element simulation of shallow soil landslides with weak interlayer due to the mechanism of unsaturated seepage17
Seepage field analysis and evaluation of seepage control effect at the dam foundation of Baihetan Hydropower Station17
Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study17
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region17
Geomechanical zonation using multivariate fractal modeling in Chadormalu iron mine, Central Iran17
Numerical analysis of influence factors and control measures for differential settlement of gully land creation17
Evolution of the anti-weathering characteristics of clay at earthen sites treated with K2SiO3 solutions: Micromechanism analysis based on SEM tests16
The development mining-induced surface cracks in shallow coal seam through double-gully terrain: a case study in a coal mine16
Diametric splitting strength of compacted expansive soils and modified soils at different water contents16
Slake durability and mineralogical characteristic of carbonaceous rocks16
Investigation of the mechanical behavior and continuum damage model of sandstone after freezing–thawing cycle action under different immersion conditions16
A statistical damage model for quasi-brittle rocks based on a modified Hoek-Brown criterion incorporating with the lognormal distribution16
An integrated investigation of the failure mechanism of loess landslide induced by raining: from field to laboratory16
Effects of different fracture parameters on microseisms induced by hydraulic fracturing16
Study on the seepage mechanism of deposit with inverse graining16
Roadside devegetation by microbially induced carbonate precipitation using osmosis, ammonium toxicity, and cementation effects16
Prediction model for disc cutter wear during hard rock breaking based on plastic removal abrasiveness mechanism16
Automatic detection of rock boundaries using a hybrid recurrence quantification analysis and machine learning techniques16
Effect of thermal treatment on the expansion characteristics of the diesel-contaminated soil and its mechanism16
Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope16
Damage mechanism evolution of red sandstone under drying–wetting cycles: experiment and discrete element modeling16
Advancing slope stability assessment in weathered metamorphic terrains: a probabilistic approach utilizing the SSPC method on Highland Complex, Sri Lanka16
Numerical and practical investigation of the multiple hole grouting repair law of underground drainage pipeline defects16
Effect of frequency on rock’s mechanical responses under multi-level compressive cyclic loading: an experimental investigation16
GIS-based determination of potential instabilities and source rock areas on the Torul-Kürtün (Gümüşhane) motorway, rockfall, and protection structure analyses16
Landslide prediction based on low-cost and sustainable early warning systems with IoT16
Three-dimensional modified pseudo-dynamic analysis of reinforced slopes with inclined soil nails16
An integrated approach to model seismic loss for the Himalayan infrastructure projects: Decision-making and functionality concept for disaster mitigation16
Coal mining method with near-zero impact on the ecological environment in a high-intensity mining area of Northwest China16
Numerical investigation of water migration in a closed unsaturated expansive clay system16
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China16
Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement16
Catastrophe instability analysis of rock slopes with locked segments in open-pit mine due to freeze–thaw weathering16
Quantification and division of unfrozen water content of frozen soils during freezing and the influence of freeze-thaw cycles15
Shear behavior of sliding zone soil of loess landslides via ring shear tests in the South Jingyang Plateau15
Study on mechanical properties and embankment instability of dispersive clay under plane strain conditions in Songnen Plain China15
Source and pattern identification of ground deformation based on non-negative matrix factorization: a case study15
Physicochemical and compressibility characteristics of dispersive clay under freeze–thaw cycles and soaking in northeastern China15
Correction to: Statistical investigation of induced seismicity associated with the impoundment of the Xiangjiaba Reservoir, Southwestern China15
Investigation on the anisotropy of meso-mechanical properties of shale rock using micro-indentation15
Physico-mechanical properties of loess-paleosol sequence from Q4 to Q1 strata in the Chinese Loess Plateau15
The effect of particle shape and bedding angle on mechanical properties of Ili loess under low matric suction15
0.062028169631958