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 2022-08-01 to 2026-08-01.)
ArticleCitations
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 simulation99
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period88
Parameter optimization of coal face blasting for coal and gas outburst control72
Effect of particle size and gradation on mechanical properties of compaction of broken rock masses: insights from physical modeling64
X-ray microtomography analysis of weathering-induced porosity changes in LD slag, basalt, and gneiss ballast materials63
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope60
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles60
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height54
Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles54
Numerical analysis of borehole parameters effects on strength weakening of red sandstone54
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties52
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review51
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples50
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal48
Stability mechanism on shield tunnel excavation face in layered soils with earthquake action considering upper bound limit analysis47
Shear behavior of subglacial debris-clean ice interface: experimental study and constitutive modeling47
Structural stability description of undisturbed loess exposed to dry-wet cycles46
Influence of spheroidal and blade-shaped coarse particles on the shear evolution and spatial deformation of sliding zone soil46
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 Plateau45
A re-examination of the factors controlling mobility of large rock avalanches45
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves43
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin42
Experimental investigation on tunnel floor heave mechanisms in horizontally stratified rock masses under different geostress42
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)42
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China41
Research on dynamic intelligent identification of tunnel formation information based on MWD data41
Influence of rock morphology on the dynamic response of flexible rockfall nets under rockfall impacts40
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading40
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method40
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application39
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid39
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area39
A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow38
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China38
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks38
A multi-parameter monitoring system and early warning model for rainfall-induced landslides38
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China38
Numerical and field investigations of seepage-damage-microseismic response induced by mining in the weakly cemented sandstone roof38
Failure characteristics of heated granite under different minor principal stresses: an experimental study37
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study37
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests37
Time series modelling: applications for groundwater control in urban tunnelling36
Energy evolution analysis and related failure criterion for layered rocks36
Evaluating the uncertainty in landslide susceptibility prediction: effect of spatial data variability and evaluation unit choices36
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China35
Unraveling the interplay of grain size and grain packing in controlling the textural and mechanical properties of upper red sandstone: a comprehensive laboratory study35
Numerical investigation on the effect of waste rock inclusions on the static stability of an upstream tailings impoundment35
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles35
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel35
Evaluating the impact of biochar and fibers on the permeability and microstructural characteristics of silt35
Stability of cement-red soil ecological substrate slope under simulated rainfall conditions: experiment and finite element analysis34
Grain size distributions of natural soils: are they sums of lognormal or Weibull functions?34
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path33
Optimizing installation parameters of DM columns in clay using Taguchi method33
Earthquake-induced landslides hazard assessment with fused newmark displacement and multi-event inventories33
Vibration response and evaluation system of cross-tunnel blasting33
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints32
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling32
A conceptual model for spatially regulating debris flow materials and energy by cascading check dams based on flume experiments32
Bio-improvement of dune sand by bacterial medium cultures using Sporosarcina urea and Bacillus subtilis32
Dynamic behavior of microbial-induced calcite precipitation improved loess soil with basalt fiber reinforcement using cyclic direct simple shear test32
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers32
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China32
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method32
Mechanism of failure and control measures for deep excavation and unloading rock mass31
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations31
Freeze-thaw response and macro-micro evolution of saline soil stabilized with lime and fly Ash31
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels30
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope30
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression30
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study30
Assessment of the contemporary stress field and regional geological tectonics in the Heze coal basin, North China, based on stress measurements and focal mechanism solutions30
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action30
A new method for mechanical identification of unstable sliding rock30
Investigation of the effect of calcite (CaCO3) grade on impact strength and crushability properties30
Evaluation of mechanical properties and geological features of highly sandy dolomite: consequences for engineering safety30
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China29
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration29
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis29
Investigation on the fracture behavior and energy evolution of Brazilian disc with central circular opening: influence of the opening penetration depth29
Dynamic response of a gentle near-fault bedrock-overburden slope after rainfall based on shaking table tests28
Tensile strength characteristics and predictive modeling of expansive soil containing termite nests28
Integrating geotechnical monitoring for landslide analysis at PK232, East-West highway, Algeria28
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear28
Application of photogrammetry and in-situ test technology in the stability evaluation of gangue dump slope28
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank28
Photogrammetric 3D reconstruction and 3D printing of a Moso Bamboo root system for geotechnical testing and soil reinforcement analysis28
Changes in tensile failure characteristics of granite under combined microwave-liquid nitrogen treatment28
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks28
Stiffness degradation of saturated coral sand under complex stress conditions28
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism27
Granular cementation failure mapped at microscale: novel apparatus quantifies compression-shear-bending interactions in marine calcareous sands27
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions27
Hydro-mechanical properties of biochar-amended cracked soils and their impact on slope stability with reliability analysis27
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas27
Study on deformation and energy of coal and gas outburst coal seam mined without coal pillar27
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining27
Elastic modulus estimation of weak rock samples using random forest technique27
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 data27
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test27
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM26
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients26
Study on the stability and disaster mechanism of layered soil slopes under heavy rain26
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism26
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran26
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil26
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China26
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia26
Novel approach for soil classification using machine learning methods25
Stress propagation characteristics of different coal pillars along floor under multi-seam mining conditions25
Fracture evolution and nonlinear characterization of thermally damaged sandstone under uniaxial compression based on acoustic emission parameters25
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters25
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states25
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
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones25
A novel rapid approach for the stability discrimination of landslide dams25
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion25
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines24
Estimation of soil displacement profile for seismic design of underground structures in shallow soil24
Biochar aging: a review on its implications for soil engineering properties24
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India24
Influence of water on the physical properties of marl, calcareous marl, clayey marl, and limestone: a comparative study24
Microscopic creep behavior of granite after high-temperature treatment characterized by nanoindentation and improved Burgers model24
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas24
Stabilization of organic soil using locust bean gum biopolymer: A study on shear strength parameters24
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data24
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model24
Representative profile model: a new physically-based model using slope unit for hazard assessment of colluvial landslides at large scale24
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms24
Characterization of the mechanical behavior of a flawed sandstone, the case of the Huayacocotla Formation, eastern México24
Susceptibility assessment and driving factor analysis of geological hazards in complex landform areas: insights from sichuan, China24
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils24
Correction to: Study on water-heat-salt coupling and salt-frost heave response model with evolution characteristics of sulfate saline soil under freez-thaw process24
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture24
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions24
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas24
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level23
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China23
Real-time micro-fracture development and petrophysical evolution in shale during progressive loading using in-situ X-ray Micro-CT techniques23
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand23
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region23
Thermally induced cracking and the evolution of mechanical anisotropy in bedded sandstone under high-temperature conditions: a microscale perspective23
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel23
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
Data-driven prediction for uniaxial compression failure time of strong bump-prone coal using acoustics-informed neural networks23
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded23
Influence of soil parameter spatial variability on railway loess-filled embankment settlement23
The impact of groundwater level rise on toppling failure in anti-dip slopes: A physical model study23
A developed capillary tube model for suffossion susceptibility of non-cohesive soils23
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide23
Study on the spatial relationship between potential and actual rockbursts in a deeply buried hard rock tunnel23
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area22
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis22
Three-dimensional stability analysis of fault-controlled slopes using a column-based composite slip-surface framework22
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis22
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks22
Repeated failure mechanism of weathered solution-collapse breccia slopes induced by excavation and rainfall: the Songkan slope case study22
Karst leakage analysis of Roudbal Dam, southwestern Iran, using geological, hydrogeological, hydrochemical and stable-isotopic approaches22
Determining the geometry of tailings dams using magnetic prospecting in the La Carolina mining district (southern Spain)22
Experimental study on monotonic and cyclic triaxial shear behavior of Taklamakan desert aeolian sand under saturated and dry conditions22
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties22
Dynamic fracture and fragmentation of edge-notched iron ore specimens under high strain rate loading22
Green low-carbon biopolymer composite solidified agent for red clay: mechanical properties, microstructure, and solidification mechanism22
Effects of joint inclination and matrix strength on mechanical properties of joint discs under splitting conditions22
Effect of over-consolidation on damage softening behavior of expansive soil: an experimental and modeling study21
Evaluation of stones to be used instead of Küfeki stone in historical buildings in İstanbul21
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China21
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load21
DEM analyses of the two-rockfall cushion layer collision effect on the response of rockfall impact on a gravel buffer layer21
Rockfall in orthogonally jointed sandstone: a multi-instrumental study of a pillar collapse21
Macro-mesoscopic deterioration characteristics of MICP-improved strongly weathered phyllite under wetting-drying cycles21
Detecting Tange landslide deformation and disaster chain effects: an integrated approach using SBAS-InSAR and massflow simulation in the hazardous Dongzha River Basin, Tibetan Plateau21
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion21
Recognising soft-sediment deformation structures as evidence of static liquefaction in historical tailings from Central Mexico21
Experimental study on the influence of wetting deformation on the strength and deformation characteristics of rockfill materials21
Experimental investigation and modelling of the tensile strength and soil water characteristics of a low-plastic clay21
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study21
An Image-based method for quick classification of expansive soils21
Influences of stress on time-dependent behaviors and failure estimation: insights from creep tests and dynamic loading tests20
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China20
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission20
Pore water pressure surge and piping failure characteristics in tailings dam: evidence from large-scale physical modelling20
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks20
Blastability evaluation for rock mass: review and new tendency20
Residual wheat straw reinforcement for resilient cohesive soils against coupled cyclic wet-dry environment and seismic shaking20
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression20
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions20
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex20
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle20
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays20
Integration of interpretable machine learning and PLUS model for dynamic landslide susceptibility mapping of urban settlements in the Three Gorges Reservoir area20
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles20
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber20
Stratigraphic parameter back analysis and surface settlement prediction in tunnel construction based on an intelligent surrogate model20
Root reinforcement of herbaceous vegetation for stabilization of coal mine overburden dump slopes20
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm20
Investigation on mechanism and variation of mesoscopic damage in artificial frozen sandy gravels by X-ray CT scanning20
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone20
Evaluation of fine material and chip formation in rock cutting with a conical tool20
Compaction quality control of soil-rock filled subgrades in mountainous areas20
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling20
Influence of differential thermal alteration on the physical and mechanical properties of greywacke20
An artificial intelligence optimization method of back analysis of unsteady-steady seepage field for the dam site under complex geological condition20
A sustainable utilization of waste foundry sand in soil stabilization: a review20
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism20
Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion20
Cracking behavior and fracture evolution of red sandstone with nonpersistent flaws of various inclinations: analysis using acoustic–optical compression experiments19
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments19
Influence of temperature on the residual shear strength of landslide soil: role of the clay fraction19
Super-large-scale triaxial tests to study the effect of particle size on dynamic characteristics of gravelly soils19
Extreme precipitation events and landslide activity in the Kashmir Himalaya19
Rainfall thresholds for shallow landslides considering rainfall temporal patterns19
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid19
Mechanical, dynamic, and dispersive behavior of artificial dispersive clay stabilized with cement and polypropylene fibers19
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area19
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay19
Microstructure reconstruction of loess under water-soil interaction and its effects on loess permeability19
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load19
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region19
Study on the seepage mechanism of deposit with inverse graining19
Investigation on the density homogenization and swelling pressure evolution of compacted bentonite with technological voids based on friction analysis19
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine19
Melting-induced settlement and overtopping evolution of ice–soil landslide dams19
Seismic stability and failure mode of the slope containing a two-pile foundation19
Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings19
Compaction and shear behavior of red-stratum mudstone soil-rock mixture with different rock content19
Hydro-mechanical properties of compacted chalk19
Measurement of Elastic Bi-modulus of Rock-type Materials: Insight from comparative and parallel tests18
Multiscale investigation on the cement-lime modified red mudstone as fill material for high-speed railway18
Slake durability and mineralogical characteristic of carbonaceous rocks18
Stabilization of highly decomposed peat soil: mechanical, physicochemical, and microscopic examination18
Seepage control analysis of Baihetan hydropower station underground powerhouse during storage and operation periods18
Numerical study of the mechanical behaviour of unwelded block in matrix rocks under direct shearing18
Automatic detection of rock boundaries using a hybrid recurrence quantification analysis and machine learning techniques18
A novel indoor physical-mechanical experimental system for the sediment of water-level-fluctuation zone during the reservoir operation period18
Seismic dynamic stability analysis of North Grotto Temple18
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis18
Dynamic prediction for tunnel water inflow based on non-Darcy flow theory with advanced geological prediction information fusion18
Effects of displacement rate on mechanical behaviors and failure mechanism of non-caking coal in Brazilian splitting tests18
Shearing characteristics and shearing resistance mechanism of volcanic soil with high vesicularity18
Effect of experimental parameters on saturated permeability and soil-water characteristic curves of modified carbonaceous mudstone18
Prediction model for disc cutter wear during hard rock breaking based on plastic removal abrasiveness mechanism18
Investigation of the mechanical behavior and continuum damage model of sandstone after freezing–thawing cycle action under different immersion conditions18
Numerical and practical investigation of the multiple hole grouting repair law of underground drainage pipeline defects18
The formation process and stability analysis of dam site slope in Kala hydropower station through discrete element method18
Field documentation of coseismic landslides triggered by the 18 December 2023 Ms 6.2 Jishishan, Gansu earthquake in Northwestern China18
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China18
An integrated investigation of the failure mechanism of loess landslide induced by raining: from field to laboratory18
Numerical investigation of the Baige landslide-induced wave propagation in a narrow river channel18
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