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 2022-06-01 to 2026-06-01.)
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 simulation92
Time series modelling: applications for groundwater control in urban tunnelling87
Analysis of the slope damage characteristics of the Xiluodu Hydropower Station during the impoundment period67
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method60
Parameter optimization of coal face blasting for coal and gas outburst control59
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China58
Stability of cement-red soil ecological substrate slope under simulated rainfall conditions: experiment and finite element analysis57
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading56
A conceptual model for spatially regulating debris flow materials and energy by cascading check dams based on flume experiments54
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles52
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests50
Effect of particle size and gradation on mechanical properties of compaction of broken rock masses: insights from physical modeling50
Bio-improvement of dune sand by bacterial medium cultures using Sporosarcina urea and Bacillus subtilis50
Reactivation mechanism and evolution characteristics of water softening-induced reservoir-reactivated landslides: a case study for the Three Gorges Reservoir Area, China49
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles48
X-ray microtomography analysis of weathering-induced porosity changes in LD slag, basalt, and gneiss ballast materials48
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 microscope47
Pore characteristics and permeability changes of high-temperature sandstone after rapid dry ice cooling46
Numerical analysis of borehole parameters effects on strength weakening of red sandstone46
Study on the degradation characteristics and strength prediction model of sandstone joints under wetting and drying cycles45
A multi-parameter monitoring system and early warning model for rainfall-induced landslides42
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study41
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study40
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China40
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations40
Hybrid catboost models optimized with metaheuristics for predicting shear strength in rock joints39
Vibration response and evaluation system of cross-tunnel blasting39
Influence of rock morphology on the dynamic response of flexible rockfall nets under rockfall impacts39
Assessment of the contemporary stress field and regional geological tectonics in the Heze coal basin, North China, based on stress measurements and focal mechanism solutions38
Multi-dynamic mechanisms of ground fissures on marginal mountainous region in the Fenwei Basin, China38
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks38
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties37
Quantitative research on sensitive factors of coal wall rib spalling in full mechanized caving face with large mining height37
Energy evolution analysis and related failure criterion for layered rocks37
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review37
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels36
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples36
Failure characteristics of heated granite under different minor principal stresses: an experimental study36
Earthquake-induced landslides hazard assessment with fused newmark displacement and multi-event inventories36
Shear behavior of subglacial debris-clean ice interface: experimental study and constitutive modeling35
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal35
Stability mechanism on shield tunnel excavation face in layered soils with earthquake action considering upper bound limit analysis35
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel34
Dynamic behavior of microbial-induced calcite precipitation improved loess soil with basalt fiber reinforcement using cyclic direct simple shear test34
A re-examination of the factors controlling mobility of large rock avalanches34
Structural stability description of undisturbed loess exposed to dry-wet cycles34
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 Plateau34
Influence of spheroidal and blade-shaped coarse particles on the shear evolution and spatial deformation of sliding zone soil34
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin33
Experimental investigation on tunnel floor heave mechanisms in horizontally stratified rock masses under different geostress33
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)33
Mechanism of failure and control measures for deep excavation and unloading rock mass33
Optimizing installation parameters of DM columns in clay using Taguchi method33
Analysis on mechanical behavior and progressive failure of deep-buried marble based on complete stress-strain curves33
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China32
Research on dynamic intelligent identification of tunnel formation information based on MWD data32
Numerical and field investigations of seepage-damage-microseismic response induced by mining in the weakly cemented sandstone roof32
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area31
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method31
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application31
Physical model test on the influence of reservoir water level fluctuation on the deformation of landslides with weak interlayers31
Freeze-thaw response and macro-micro evolution of saline soil stabilized with lime and fly Ash31
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid31
A new method for mechanical identification of unstable sliding rock30
A multi-parametric model for calculating the impact force exerted on cantilevered structures due to the collision of boulder within debris flow30
Stability evaluation of slopes with bedding planes parallel to the slope, considering saturation softening effect of undisturbed potential slip zones30
Study on the nonlinear time-dependent deformation characteristics and viscoelastic-plastic model of shale under direct shear loading path30
Study on the control mechanism of thick-layered rock beams on the toppling failure of soft-hard interbedded anti-dip slopes in reservoir areas29
The impact of gradual increase in moisture on the collapse of Brazilian clayey sand soil29
Investigation of the effect of calcite (CaCO3) grade on impact strength and crushability properties29
Short-term deformation characteristics, displacement prediction, and kinematic mechanism of Baijiabao landslide based on updated monitoring data29
Study on the spatial relationship between potential and actual rockbursts in a deeply buried hard rock tunnel29
Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction29
Evaluation of mechanical properties and geological features of highly sandy dolomite: consequences for engineering safety29
Mechanical properties evolution and microscopic mechanisms of arsenic and cadmium co-contaminated clayey soils29
Biochar aging: a review on its implications for soil engineering properties28
Creep damage characteristics and slip law of weak-layer mudstone in an open mining slope28
Experimental investigation on mechanical performance and failure modes of shale interbedded with sandstone under triaxial compression28
Mechanism analysis and treatment effect of compound large deformation in deep coal-bearing strata tunnel28
The impact of groundwater level rise on toppling failure in anti-dip slopes: A physical model study28
Infrared radiation and acoustic emission characteristics of sandstone with different granularities under uniaxial compression28
Estimation of soil displacement profile for seismic design of underground structures in shallow soil28
ERT-based experimental integrated approach for soil hydrological characterization in rainfall-induced shallow landslides prone areas27
Adaptive interval prediction method for step-like landslide displacement with dynamic switching between different deformation states27
Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration27
Formation mechanism of ground fissures in the Kenyan Rift: tectonics, sediments, and erosion27
Investigation on the fracture behavior and energy evolution of Brazilian disc with central circular opening: influence of the opening penetration depth27
GIS based landslide susceptibility zonation mapping using frequency ratio, information value and weight of evidence: a case study in Kinnaur District HP India27
Experimental study on the failure mechanism of the Zhoujiashan landslide under the combined effect of rainfall and earthquake in Tianshui City, Northwest China27
Centrifuge modeling and numerical analysis of reservoir bank landslides triggered by a fast two-step drop in water level27
Stress propagation characteristics of different coal pillars along floor under multi-seam mining conditions27
Study on the causes, deformation and failure mechanisms of loess multistage collapse27
Assessing shear strength degradation of gravel-bearing soil from Northeast Forest Region, China, under freeze–thaw action27
A developed capillary tube model for suffossion susceptibility of non-cohesive soils27
The influence of quartz content on modulus of elasticity and Poisson’s ratio in quartz sandstone27
Dimensional consistency-based modeling of disc cutter wear in hard rock tunneling utilizing integrated multivariate analysis26
GIS-based landslide susceptibility mapping of the Meghalaya-Shillong Plateau region using machine learning algorithms26
Effects of thermal treatment on the shear behavior and characteristics of intact sandstone: laboratory experiment of variable-angle shear26
Influence of soil parameter spatial variability on railway loess-filled embankment settlement26
Three-dimensional landslide surface deformation retrieved by SISTEM method: a case study at Qingjiang river in Changyang County, China26
Fracture evolution and nonlinear characterization of thermally damaged sandstone under uniaxial compression based on acoustic emission parameters26
Use of LBPs to estimate VBPs as observed from an investigation of physical model bimrocks26
Integrating geotechnical monitoring for landslide analysis at PK232, East-West highway, Algeria26
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 city26
Experimental study on crack evolution behavior and constitutive model of granite based on the deviatoric stress to peak strength ratio25
Dynamic response of a gentle near-fault bedrock-overburden slope after rainfall based on shaking table tests25
Experimental investigation on the sealing of flowing water by cement-sodium silicate slurry in rough single fracture25
Photogrammetric 3D reconstruction and 3D printing of a Moso Bamboo root system for geotechnical testing and soil reinforcement analysis25
Role of landslide sampling strategies in susceptibility modelling: types, comparison and mechanism25
Characterization of the mechanical behavior of a flawed sandstone, the case of the Huayacocotla Formation, eastern México25
Susceptibility assessment and driving factor analysis of geological hazards in complex landform areas: insights from sichuan, China25
Hyperspectral imaging for mineral composition and weathering recognition of rock slope on the reservoir bank25
Changes in tensile failure characteristics of granite under combined microwave-liquid nitrogen treatment24
Mining-induced off-layer space evolution law and gangue grouting filling control mechanism24
Nanoindentation application in geomechanics analysis of shale under high-temperature treatment/thermal fracturing conditions24
Insight into geotechnical properties of glacial tills in a periglacial area, Southeast Tibet24
Tensile strength characteristics and predictive modeling of expansive soil containing termite nests24
Test evaluation of slope deformation and fissure network with different surface shapes under the action of underground mining24
Creep mechanism of landslide formation in rock with bedding and weak layers in Zezhou, Shanxi, China24
Stiffness degradation of saturated coral sand under complex stress conditions24
Application of photogrammetry and in-situ test technology in the stability evaluation of gangue dump slope24
Comprehensive indicators optimization construction and lithology measurement while drilling based on drilling parameters24
A novel rapid approach for the stability discrimination of landslide dams24
Novel approach for soil classification using machine learning methods24
Study on the effect of soil type and pore structure on radon release from soils in coal mine areas24
Experimental investigation into the permeability evolution of rough fractures in limestone under complex service conditions23
Study on deformation and energy of coal and gas outburst coal seam mined without coal pillar23
Stability analysis of road slope cut in cemented conglomerate based on DEM, PSO, and GIM23
Study on the stability and disaster mechanism of layered soil slopes under heavy rain23
Landslide susceptibility mapping based on CNN-3D algorithm with attention module embedded23
Experimental study of the dehydration-shrinkage characteristics of red-bedded mudstone in Central Sichuan under different humidity gradients23
Representative profile model: a new physically-based model using slope unit for hazard assessment of colluvial landslides at large scale23
Hydro-mechanical properties of biochar-amended cracked soils and their impact on slope stability with reliability analysis23
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 data23
Granular cementation failure mapped at microscale: novel apparatus quantifies compression-shear-bending interactions in marine calcareous sands23
Correction to: Effectiveness of high-energy dynamic compaction on Layered soil-rock mixture geomaterials based on field test23
Influence of water on the physical properties of marl, calcareous marl, clayey marl, and limestone: a comparative study23
Rock blasting crack network recognition based on faster RCNN-ZOA-DELM model23
Elastic modulus estimation of weak rock samples using random forest technique23
Dynamic mechanical behaviour of rock-like materials with a flaw under different orientation and infill conditions22
Rockfall in orthogonally jointed sandstone: a multi-instrumental study of a pillar collapse22
Numerical simulation of dynamic responses of semi-rigid rockfall protection barriers subjected to impact loading at different positions22
Experimental study on the failure process of water-bearing rock under uniaxial tension based on dominant frequency analysis of acoustic emission22
The influence of crystal size of dolomite on engineering properties: a case study from the Rus Formation, Dammam Dome, Eastern Saudi Arabia22
Data-driven prediction for uniaxial compression failure time of strong bump-prone coal using acoustics-informed neural networks22
Compaction and shear behavior of red-stratum mudstone soil-rock mixture with different rock content22
Rock characterization, UAV photogrammetry and use of algorithms of machine learning as tools in mapping discontinuities and characterizing rock masses in Acoculco Caldera Complex22
Experimental investigation of the microstructural evolution of weakly cemented sandstone under seepage erosion22
Study on the method of pressure relief by roof cutting and absorbing energy in deep coal mines22
Introduction of a modified QTBM model for predicting TBM penetration rate in rock, based on data from mechanized tunneling projects in Iran22
Detecting Tange landslide deformation and disaster chain effects: an integrated approach using SBAS-InSAR and massflow simulation in the hazardous Dongzha River Basin, Tibetan Plateau22
Assessing fracture mechanics in thermally treated, uniaxial loaded grouted non-persistent medium-hard rock: a digital image correlation and FracPaQ analysis22
Experimental analysis and modeling study of the coupled elastoplastic damage model for sandy mudstone22
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region22
Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand21
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
DEM analyses of the two-rockfall cushion layer collision effect on the response of rockfall impact on a gravel buffer layer21
Super-large-scale triaxial tests to study the effect of particle size on dynamic characteristics of gravelly soils21
Root reinforcement of herbaceous vegetation for stabilization of coal mine overburden dump slopes21
An artificial intelligence optimization method of back analysis of unsteady-steady seepage field for the dam site under complex geological condition21
Causes and rectification of repeated slumping of canal slopes under high groundwater conditions: case study of SNWD, China21
An Image-based method for quick classification of expansive soils21
Experimental study on the influence of wetting deformation on the strength and deformation characteristics of rockfill materials21
Stability and deformation evolution analysis of karstified slope subjected to underground mining based on Hoek–Brown failure criterion21
Predisposing factors and hydrodynamic conditions controlling the failure of earth dams by overtopping based on physical modeling experiments21
A fractional-order damage creep model for grouting-reinforcement body under dry–wet cycle21
Investigation on mechanism and variation of mesoscopic damage in artificial frozen sandy gravels by X-ray CT scanning21
Estimation of mechanical and hydraulic parameters of bentonite-soil mixtures in oedometer condition with index properties21
Effects of specimen size on linear energy storage and dissipation laws of red sandstone under uniaxial compression21
Impact of plasticity characteristics on wet-dry response of fiber reinforced clays20
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area20
Analysis of water pressure distribution and optimization of waterproof-drainage system for tunnels in water-rich region20
Evaluation of fine material and chip formation in rock cutting with a conical tool20
Correction to: A new method to determine the segmentation of pore structure and permeability prediction of loess based on fractal analysis20
Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm20
Evaluation of stones to be used instead of Küfeki stone in historical buildings in İstanbul20
Electrical resistivity imaging and dye tracing test for joint investigation of reservoir leakage paths: a case study of loess area20
Semi-quantitative risk assessment: From rainfall-induced landslides to the risk of persons in buildings20
Employing frictional parameters in estimating the Hoek-Brown constant mi for intact rocks20
Reproduction of the chain process of debris flow blocking river at a catchment scale: a numerical study20
Decay function and damage strain model of fresh sandstone subjected to freeze–thaw cycles20
Influence of temperature on the residual shear strength of landslide soil: role of the clay fraction20
Post-failure analysis of landslide blocking river using the two-phase double-point material point method: a case of western Hubei, China20
Residual wheat straw reinforcement for resilient cohesive soils against coupled cyclic wet-dry environment and seismic shaking20
Seismic stability and failure mode of the slope containing a two-pile foundation20
Study on electric potential response’s spatial distribution characteristics to damaging localization evolution of gas-bearing coal under load20
Extreme precipitation events and landslide activity in the Kashmir Himalaya19
Dynamic compression behaviors of heat-treated granite under combined dynamic and static load19
Green low-carbon biopolymer composite solidified agent for red clay: mechanical properties, microstructure, and solidification mechanism19
Effects of joint inclination and matrix strength on mechanical properties of joint discs under splitting conditions19
Effect of over-consolidation on damage softening behavior of expansive soil: an experimental and modeling study19
Effects of pore fluid salinity on desiccation cracking and microstructural behaviors of biochar-amended red clay19
Compaction quality control of soil-rock filled subgrades in mountainous areas19
Macro-mesoscopic deterioration characteristics of MICP-improved strongly weathered phyllite under wetting-drying cycles19
Pore water pressure surge and piping failure characteristics in tailings dam: evidence from large-scale physical modelling19
Blastability evaluation for rock mass: review and new tendency19
Rainfall thresholds for shallow landslides considering rainfall temporal patterns19
Experimental study on monotonic and cyclic triaxial shear behavior of Taklamakan desert aeolian sand under saturated and dry conditions19
Determining the geometry of tailings dams using magnetic prospecting in the La Carolina mining district (southern Spain)19
Experimental study on the control characteristics of the negative Poisson’s ratio structural anchor cable on the large deformation of rainfall-induced landslide19
Experimental investigation and modelling of the tensile strength and soil water characteristics of a low-plastic clay19
A self-dissolved grouting reinforcement method for water-rich soft rock roadway19
Ground surface uplift during subsidence trough formation due to longwall mining in the shaft protection pillar of the CSM Mine19
Karst leakage analysis of Roudbal Dam, southwestern Iran, using geological, hydrogeological, hydrochemical and stable-isotopic approaches19
Combined effects of high temperature and lithology on the tensile mechanical damage and fracture surface morphology of reservoir rocks19
An improved inversion of Donghekou landslide considering “starting-elastic-impulsive” acceleration mechanism19
Influence of differential thermal alteration on the physical and mechanical properties of greywacke19
Stratigraphic parameter back analysis and surface settlement prediction in tunnel construction based on an intelligent surrogate model19
Liquefaction resistance of MICP treated silica and calcareous sand with carbon fiber19
Influences of stress on time-dependent behaviors and failure estimation: insights from creep tests and dynamic loading tests19
Decoding rate of penetration of tunnel boring machine in Deccan Traps under varied geological and machine variables using response surface analysis18
Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope18
Evaluation of protective measures against rockfall hazard with 3D analysis (Mardin Castle, Türkiye)18
Seismic stability of steep consequent rockslides with different lithology assemblies: a comparative Study18
Characterizations of tensile yield and failure processes of frozen clay soils: laboratory testing and numerical modeling18
Dynamic fracture and fragmentation of edge-notched iron ore specimens under high strain rate loading18
An integrated approach to model seismic loss for the Himalayan infrastructure projects: Decision-making and functionality concept for disaster mitigation18
Fatigue fracture behaviour and constitutive model of freeze-thaw sandstone under multilevel fatigue loads18
Slake durability and mineralogical characteristic of carbonaceous rocks18
Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement18
Integration of interpretable machine learning and PLUS model for dynamic landslide susceptibility mapping of urban settlements in the Three Gorges Reservoir area18
New Insight into the Sliding Mechanism and Post-Stability of the 2017 Xinmo Landslide in Sichuan, China18
A sustainable utilization of waste foundry sand in soil stabilization: a review18
Study on dynamic shear characteristics of calcareous sand reinforced with rubber and geogrid18
Multiscale investigation on the cement-lime modified red mudstone as fill material for high-speed railway18
The formation process and stability analysis of dam site slope in Kala hydropower station through discrete element method18
Numerical investigation of water migration in a closed unsaturated expansive clay system18
The development mining-induced surface cracks in shallow coal seam through double-gully terrain: a case study in a coal mine18
Numerical and practical investigation of the multiple hole grouting repair law of underground drainage pipeline defects18
Study on the seepage mechanism of deposit with inverse graining18
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum18
Advancing slope stability assessment in weathered metamorphic terrains: a probabilistic approach utilizing the SSPC method on Highland Complex, Sri Lanka18
Study on hydrothermal corrosion effects of sandstone in subcritical water environment17
Seismic dynamic stability analysis of North Grotto Temple17
Discrete element simulation of shallow soil landslides with weak interlayer due to the mechanism of unsaturated seepage17
A statistical damage model for quasi-brittle rocks based on a modified Hoek-Brown criterion incorporating with the lognormal distribution17
Study on damage anisotropy and energy evolution mechanism of jointed rock mass based on energy dissipation theory17
Electrical properties and desaturation effect of horizontal electrolysis in calcareous sand: influence of soil gradation and relative density17
Quantification of pore structure evolution and its correlation with the macroscopic properties of sandstones under freeze–thaw action17
Prediction model for disc cutter wear during hard rock breaking based on plastic removal abrasiveness mechanism17
Seepage field analysis and evaluation of seepage control effect at the dam foundation of Baihetan Hydropower Station17
Evolution of the anti-weathering characteristics of clay at earthen sites treated with K2SiO3 solutions: Micromechanism analysis based on SEM tests17
A novel indoor physical-mechanical experimental system for the sediment of water-level-fluctuation zone during the reservoir operation period17
Effect of frequency on rock’s mechanical responses under multi-level compressive cyclic loading: an experimental investigation17
Study of pore space variation characteristics of soil samples at different depths in loess strata17
Rock slope landslide early-warning level assessment using normal distribution theory and path-dependent effect17
Fifteen-year professional monitoring and deformation mechanism analysis of a large ancient landslide in the Three Gorges Reservoir Area, China17
Measurement of Elastic Bi-modulus of Rock-type Materials: Insight from comparative and parallel tests17
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