Bulletin of Engineering Geology and the Environment

Papers
(The TQCC of Bulletin of Engineering Geology and the Environment is 8. 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 2021-03-01 to 2025-03-01.)
ArticleCitations
Rapid determination of soil unconfined compressive strength using reflectance spectroscopy88
Studies on geotechnical properties of Prosopis juliflora ash treated black cotton soil83
Dispersion, mechanical, hydrophysical properties and mechanistic analysis of improved dispersive soil using guar gum77
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application73
Experimental and numerical investigation on internal erosion induced by infiltration of defective buried pipe65
An investigation of aggregate breakup of structured soft clay under one-dimensional compression based on FESEM images64
The modified Grasselli's morphology parameter and its contribution to shear strength of rock joints57
Experimental investigation on impact fragmentation and deposit characteristics of rockslides55
Shear contraction mechanism and mechanical behavior of shear-induced rock bridge fractures under constant normal stiffness conditions54
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade49
Shear strength-dilation characteristics of coral sand contained fines47
Deep soil mixing stabilisation of peat: a review of small-scale and 1 g physical modelling test results47
Structural and stress heterogeneities along the 1997 Zirkuh earthquake fault, Eastern Iran46
Secondary-factor division optimization based on ET-GA to improve the accuracy of LSA obtained using SSA-DBN compared to the original division method: a case study in southern Sichuan, China46
Retraction Note: Relationship between water content, shear deformation, and elastic wave velocity through unsaturated soil slope45
An advanced numerical approach for flowslides in informal landfills considering the softening and state transition of MSW45
Weathering patterns of the hard grey-striped limestone in the typical Mediterranean climate of northeastern Algeria at the Roman city of Djemila45
Retraction Note: Prediction of aggregate modified index (AMI) using geomechanical properties of limestones45
Laboratory characterization of soft clay mixed with EPS, lime, fly ash, and sodium silicate44
A method for predicting the subgrade uplift intensity along a high-speed railway track in red-bed areas in China42
Investigation of the rock failure effect on overcoring stress relief test in deep hard rock41
Landslide susceptibility assessment in Wenchuan County after the 5.12 magnitude earthquake40
Confining stress effects on global and local responses of internal erosion in gap-graded cohesionless soils40
Proposed vulnerability assessment model for masonry buildings on slow-moving landslides based on physical models and field observations39
Necessity of cooling methods for transportation infrastructure construction in permafrost regions of Qinghai–Tibet Plateau39
Analyzing grain size distributions with the modal decomposition method: literature review and procedures38
Characterization of the mechanical behavior of the fine soil of railway subgrade under heavy train loading36
A generalized regression neural network–based method for predicting cumulative infiltration volume in shallow slopes36
Progressive deformation and failure mechanism of loess fill slopes induce by rainfall: insights from flume model tests35
Study on law and prediction of surface movement and deformation in mountain area under repeated mining of shallow coal seam34
Study on the microscopic mechanism of strength softening and multiple fractal characteristics of coal specimens under different water saturation34
Identification of unstable bedrock promontory on steep slope based on UAV photogrammetry34
Influence of high-temperature thermal cycles on the pore structure of red sandstone33
Time series modelling: applications for groundwater control in urban tunnelling33
Experimental study on the shear characteristics and weakening mechanism of water-bearing rock joints33
Study on mechanical properties and damage model of gas-bearing coal under stepped cyclic loading32
A Python-based optimization method to define the trajectory of rockfalls: a case study of Malshej Ghat, India32
Experimental evaluation of kaolin stabilised with class F fly ash32
Dynamic mechanism triggering an underground-mining-induced landslide in karst mountains, Southwest China31
Stability analysis and design optimization of multi-stage slope in gully land consolidation projects on the Loess Plateau31
Anisotropic properties of shale and its impact on underground structures: an experimental and numerical simulation31
Estimation of hydraulic properties of evaporitic rocks in southern Saskatchewan, Canada31
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China31
Field test study on dynamic compaction in treatment of a deep collapsible loess foundation31
Morphological description of desiccation cracks in soils: insights from the perspective of anisotropy31
Hybrid-optimized logistic regression model of landslide susceptibility along mountain highway31
Frictional rheology-based 3D SPH numerical method for simulating landslide dynamics of granular flow type30
Experimental investigation of the collapsibility of loess subjected to water invasion30
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles30
The Di models method: geological 3-D modeling of detrital systems consisting of varying grain fractions to predict the relative lithological variability for a multipurpose usability30
Influences of water on the microstructure and mechanical behavior of the Xigeda formation30
Comparison and combination of Leeb hardness and point load strength for indirect measuring tensile and compressive strength of rocks29
Numerical study on flexural toppling failure of rock slopes using the finite discrete element method29
Size effect analysis of remaining coal pillar on rock burst caused by fault29
Forecasting reservoir-induced landslide deformation using genetic algorithm enhanced multivariate Taylor series Kalman filter29
Laboratory test and numerical simulations for 3D printed irregular columnar jointed rock masses under biaxial compression29
Physico-mechanical and mineralogical investigations of red bed slopes (Cluj-Napoca, Romania)29
Permeability, deformation characteristics, and damage constitutive model of shale under triaxial hydromechanical coupling28
Experimental study on mechanical strength and acoustic emission characteristics of waste rock cemented backfill28
Dynamic simulation and failure analysis of intermittently jointed rock cells and slopes based on a novel spring-based smoothed particle hydrodynamics method28
Modeling sinkhole expansion using a mathematical function with soil characteristics and GPR control: a case from central Iran28
How do geometric factors influence soil water retention? A study using computerized microtomography28
Study of the influence of particle breakage on compression properties for carbonate sand28
Study of nonlinear gas transport in double-porous and double-permeable coal rocks based on the increasing fractal construction method27
Tensile behaviors of frozen subgrade soil27
Revealing the characteristics and type of chair-shaped landslides considering the reservoir water effect in the Three Gorges Reservoir Area, China27
Study on the effect of entrainment on the behavior of debris flows using a 3D Coupled Eulerian–Lagrangian finite element method27
Effect of Xanthan Gum on the mechanical properties of fiber-reinforced sandy soil27
Experimental study on mechanical behavior and permeability evolution of weakly cemented sandstone under unloading conditions27
Monitoring and field tests for controlling large tunnel deformation in squeezing ground: a case study27
Prediction of the topo-hydrologic effects of soil loss using morphometric analysis in the upper Bilate watershed27
Effect of seawater on bentonite slurry and its infiltration behavior into saturated sand for tunnelling27
Investigation into energy conversion and distribution during brittle failure of hard rock27
Permeability of xanthan gum-improved silty soil and its prediction model27
Geotechnical characterization of the diatomaceous silty soil in Walvis Bay, Namibia: mechanical properties and interpretations of CPTu records27
Assessing the progress of internal instability of fill dam material in South Korea through long-term seepage tests26
A comprehensive review and potential guidance on the reliability of landslide evaluation approaches in Central, Northern, and Northwestern Highlands, Ethiopia26
Strength assessment of sand stabilized with synthetic polymer and natural fibers26
Full probability design of soil slopes considering both stratigraphic uncertainty and spatial variability of soil properties26
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study26
Susceptibility assessment of earthquake-induced landslide by using back-propagation neural network in the Southwest mountainous area of China26
Experimental assessment of channel narrowness effects on debris-flow erosion26
Determination of rock quality designation (RQD) in metamorphic rocks: a case study (Bayburt-Kırklartepe Dam)25
Air permeability variation of compacted loess: effects of soil basic properties and dry-wet cycles25
Investigation of rainfall-induced landslide on unsaturated lateritic residual soil slope in Nilgiris, Western Ghats, India using deterministic and reliability analysis25
Theoretical model and its experimental verification on nonlinear flow through a rough fracture of silty mudstone under low water head25
Cracking behavior and acoustic emission characteristics of heterogeneous granite with double pre-existing filled flaws and a circular hole under uniaxial compression: Insights from grain-based discret25
Identifying potential debris flow hazards after the 2022 Mw 6.8 Luding earthquake in southwestern China25
Hydraulic properties of ignimbrites: matrix and fracture permeabilities in two pyroclastic flow deposits from Cimino-Vico volcanoes (Italy)25
Post-earthquake spatiotemporal evolution characteristics of typical landslide sources in the Jiuzhaigou meizoseismal area24
What causes the excessive metro tunnel settlement in soft deposits: learned from a detailed case with factor decomposition24
Effect of electrolysis desaturation treatment on micro-structure of liquefiable silica sands24
Impact of flow-direction and gravitational settling on microbially-induced calcium carbonate precipitation (MICP) in rock fractures24
An energy-based model with non-symmetrical branch fractures of different roughness24
An approach for the design of dewatering systems: the case of an excavation for the construction of the assembly shaft of a tunnel boring machine24
Influence of freeze–thaw cycling on the dynamic compressive failure of rocks subjected to hydrostatic pressure24
Multi-source seismic geological ahead-prospecting for TBM tunneling in fractured strata: improved strategies and case studies in a water conveyance project, China23
An integrated geomechanical model for a heterogeneous carbonate reservoir in SW Iran, using geomechanical unit concept23
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 Plateau23
Experimental investigation of pore-fracture relationship on failure behaviour of porous rock materials23
Determination of the expansion potential and processes of the sandstone (greywacke)-shale wastes23
Study on a new inversion method for non-uniform distribution of rock material parameters23
Predicting wave erosion rates of soil bank based on energy method23
Study on large deformation mechanism and control technology of layered carbonaceous slate in deep tunnels23
Transformation mechanism of suffusion and backward erosion piping in gap-graded soil: an experimental study23
Numerical analysis of fissure development and self-healing mechanism on surface due to longwall mining23
A multi-parameter monitoring system and early warning model for rainfall-induced landslides22
The mechanism of seepage responding characteristic for the water curtain borehole injection in underground water-sealed oil storage22
Investigation and prediction on the freezing point of the clay under different salinity conditions22
Macroscopic mechanical and microscopic characteristics variations of red sandstone from Qinghai Province with solution erosion22
Global sensitivity analysis for evaluation of water level fluctuation of anchored and non-anchored slope on reservoir bank22
Research on the dynamic resilience characteristics of carbonaceous mudstone soil-rock mixture under wet-dry cycles22
Particle breakage behavior of a foundation filling material on island-reefs in the South China Sea under impact loading22
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study22
Geotechnical properties of Sines Contourite Drift sediments: their contribution to submarine landslide susceptibility22
A frequency ratio–based sampling strategy for landslide susceptibility assessment21
Particle breakage mechanism and particle shape evolution of calcareous sand under impact loading21
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel21
Mechanical behavior of the weak bedding plane within sandstone subjected to dynamic load of cyclic tension21
Landslide stability investigation and subsurface deformation mapping by optimizing low-frequency GPR: A mega rainfall susceptible landslide case study (Gilgit Baltistan, Pakistan)21
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 simulation21
Damage mechanism of sandstones subject to cyclic freeze–thaw (FT) actions based on high-resolution computed tomography (CT)21
Evolution characteristics of rockburst considering grain size and excavation unloading using 3D polycrystalline discrete element method21
Tensile strength and dilative characteristics of compacted unsaturated clay-sized metalliferous tailings for bulk earthworks21
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area21
Experimental study on identification of layered rock mass interface along the borehole while drilling21
Effect of Pb(II) on hydraulic behavior and microstructure evolution of activated charcoal-bentonite-reticulated red clay barrier21
Stabilization of Amol fat clay using seashell ash21
Microscopic mechanism analysis of temperature influence on rock salt and thermal damage evolution of surrounding wall in underground salt cavern21
Deformation characteristics, gas permeability and energy evolution of low-permeability sandstone under cyclic loading and unloading path21
Controls of lithology and degree of fracturing on the in-situ estimation of rock mass hardness using the Equotip hardness tester20
Use of sodium alginate as a novel cementitious material to improve the engineering properties of disintegrated carbonaceous mudstone20
Study on factors affecting the groundwater and springs quality downstream of Seymareh Dam—Iran20
Effects of layer thickness and temperature on desiccation cracking characteristics of coral clay20
Numerical analysis of borehole parameters effects on strength weakening of red sandstone20
Progressive failure characteristics of coal under uniaxial compression: A comprehensive application of micro-ct and digital volume correlation20
Two-surface progressive failure mechanism and stability quantitative evaluation of water-induced weakening retrogressive landslides: case study for clay landslides, China20
Influence of stress-induced fabric changes on the strength of granites: an insight from the Kohistan and Ladakh Himalayas, Northern Pakistan20
Characterization and comparison of 3D pore structures and their changes during collapse in Chinese loess and pore classification in terms of collapsibility20
Pore-fluid salinity effect on desiccation cracking of fine-grained soils20
Insight into the overload failure mechanism of anchored slope with weak structural planes20
Field and laboratory studies guiding to empirical prediction of cutting and bead consumption rates of diamond wire cutting machines19
Effect of multi-factor dynamic loading on gob-side entry driving during longwall face extraction: a case study19
Laboratorial studies on the effect of rock microfabric parameters on drill rig vibration19
Influence of specific surface area on sulfate attack–induced expansion of cement-treated aggregates19
Analytical model for consolidation and bearing capacity of soft soil stabilized by combined PVD-deep cement mixing columns19
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles19
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal19
Structural dynamic constitutive model of uncompacted saturated loess based on experimental results19
Comprehensive evaluation of fault-controlled open-pit mine stability classification analysis and numerical simulation19
Rock recognition and identification for selective mechanical mining: a self-adaptive artificial neural network approach19
Frequency domain analysis of AE waveforms in rockburst specimens under different stress gradients19
A simplified depth-averaged debris flow model with Herschel-Bulkley rheology for tracking density evolution: a finite volume formulation19
Utilizing deep learning approach to develop landslide susceptibility mapping considering landslide types19
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations19
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin19
Investigation on deformation behavior of unstable rock belt based on multi-source data analysis19
Method of equivalent core diameter of actual fracture section for the determination of point load strength index of rocks19
Experimental investigation of the mechanical behaviors and energy evolution characteristics of red sandstone specimens with holes under uniaxial compression19
Strength improvement in silty clay by microbial-induced calcite precipitation18
Constructing the regional stress profile based on multisource regional stress data and the significance of fault friction strength18
Experimental study on strength properties, fracture patterns, and permeability behaviors of sandstone containing two filled fissures under triaxial compression18
Numerical investigation of rainfall intensity and duration control of rainfall-induced landslide at a specific slope using slope case histories and actual rainfall records18
The dispersion mechanism of dispersive seasonally frozen soil in western Jilin Province18
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method18
A novel approach to simulating debris flow runout via a three-dimensional CFD code: a case study of Xiaojia Gully18
Strength reduction strategy for rock slope stability using the variation principle based on the Hoek–Brown failure criterion18
Carbonation in lime-stabilized clays: mechanism, effects, and future prospects18
Deformation characteristics and control for foundation pits in floodplain areas of Nanjing, China18
Modelling strength development of cement-stabilised clay and clay with sand impurity cured under varying temperatures18
The evolution characteristics of fractures in overlying rock for underground coal fires18
Oligomictic alluvial aggregates: petro-mineralogical and geochemical evaluation of sandy gravel formations on the middle course of the Danube (Hungary)18
Experimental study on the coupled behavior of dynamic cracking and moisture-heat evolution of a clay under evaporation18
Prediction of time to slope failure based on a new model18
A massive ancient river-damming landslide triggered by buckling failure in the upper Jinsha River, SE Tibetan Plateau17
Experimental study on ionic soil stabilizer combined with vacuum preloading to solidify sludge17
Deformation response and mechanical analysis of the Wangjiashan landslide in Baihetan Hydropower Station, China, during initial impoundment17
Influence of water and salt on suction characteristics of unsaturated clay: variation, mechanism, and fitting17
Microcracks development and porosity evolution in sandstone, Sichuan basin, China: an experimental approach17
Probabilistic seismic hazard analysis of North and Central Himalayas using regional ground motion prediction equations17
Experimental investigation on dynamic compressive mechanical properties of weathered granite and statistical damage constitutive model17
Introduction of an empirical classification system for evaluating tunneling impact on the discharge of springs (TIS) in the surrounding areas17
Assessing landslide susceptibility based on hybrid multilayer perceptron with ensemble learning17
A practical reliability assessment approach and its application for pile-stabilized slopes using FORM and support vector machine17
Study on the seepage characteristics and degradation mechanism of a single-jointed sandstone under the cyclic dry–wet process in the Three Gorges reservoir17
Unconfined compression behavior of basalt fiber–reinforced loess based on digital image correlation and scanning electron microscope17
Field tests for the identification of silts17
Effect of strength anisotropy on schist rocks and slope stability analysis17
Upper limit analysis of stability of the water-resistant rock mass of a Karst tunnel face considering the seepage force17
Under and post-construction probabilistic static and seismic slope stability analysis of Barmshour Landfill, Shiraz City, Iran17
The Kangjiapo landslide in Wanzhou district, Chongqing city: reactivation of a deep-seated colluvial landslide in the Three Gorges Reservoir17
Discrete element-based regression analysis of initial ground stress and application to an extra-long tunnel in China17
Study on the frost heave mechanism of the water conveyance canal and optimized design of slope protection17
Study on failure mechanical behavior of coal in triaxial stress loading and unloading path17
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading17
Study on the large deformation control technology of a single-hole double-track railway tunnel17
Analytical model for uncertainty characterization of fracture intensity measurement in rock masses16
Revisiting landslide risk terms: IAEG commission C-37 working group on landslide risk nomenclature16
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China16
Rock mass watering for rock-burst prevention: some thoughts on the mechanisms deduced from laboratory results16
The influence of alteration and fractures on gas permeability and mechanical properties of the sedimentary and volcanic rocks of the Acoculco Caldera Complex (México)16
Experimental and numerical investigation on the short- and long-term mechanical properties of mylonite before and after grouting reinforcement16
Study on artificial recharge and well loss in confined aquifers using theoretical and back-analysis calculations of hydrogeological parameters from recharge and pumping tests16
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review16
An experimental study on the influence of metakaolin on mechanical properties of a clayey sand16
Numerical prediction of undrained cyclic triaxial experiments on saturated Kasai river sand using two constitutive models of liquefaction16
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid16
Hybrid soft computing models for predicting unconfined compressive strength of lime stabilized soil using strength property of virgin cohesive soil16
Creep damage characteristics and local fracture time effects of deep granite16
Study on deterioration characteristics of combustion metamorphic rocks under dry–wet cycling16
Correction method for the boundary water level on the mountain sides in seepage analysis16
An insight into the creep mechanisms of a clayey soil through long-term consolidation tests16
Site suitability for engineering-infrastructure (EI) development and groundwater exploitation using integrated geophysical approach in Guangdong, China16
Study on the strength, leachability, and electrical resistivity of lead-contaminated soil solidified with a slag-based binder16
Dynamic mechanical characteristics of an artificial porous granite under various water saturation levels16
Model test study on the deformation and stability of rainfall-induced expansive soil slope with weak interlayer16
Quantification of thermal damage and dynamic tensile behaviors of hard rock under microwave irradiation: an experimental investigation16
A practical method for considering soil strain softening effect in the tunnel face stability analysis by numerical modeling16
Laboratory and numerical investigation of anisotropic creep behavior of transversely isotropic composite rock15
Application of borehole camera technology in the identification of an instantaneous strain-structural-plane slip rockburst15
Laboratorial studies for the prediction of rock texture and hardness using vibration measurement while drilling15
A re-examination of the factors controlling mobility of large rock avalanches15
Effect of quantitative textural specifications on Vickers hardness of limestones15
Assessment of frost and heating penetration in compacted clay layers of landfill top covers in temperate climate15
Machine learning of three-dimensional subsurface geological model for a reclamation site in Hong Kong15
Determination of geotechnical parameters for underground trenchless construction design15
Strength development and lime consumption progress relationship in lime stabilized bentonite samples15
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests15
Improving the evaluation of the blockade behavior of open check dams: a small-scale physical modeling15
Experimental and numerical simulation study on mechanical and engineering properties of silt roadbed under capillary water15
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples15
Effects of length-to-diameter ratio on energy storage characteristics of rock materials under uniaxial compression15
Application of plant-derived fibers in soil reinforcement on experimental, numerical, and case study scales: a review15
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study15
An efficient direct evaluation of reliability for slopes using low-discrepancy sampling15
Comparative study on the performance of different slope protective measures under rainfall conditions: the case study of Qingyang City, China15
Experimental study on mechanical behavior, permeability, and damage characteristics of Jurassic sandstone under varying stress paths15
Regional back analysis of landslide events using TRIGRS model and rainfall threshold: an approach to estimate landslide hazard for Kodagu, India15
Energy evolution analysis and related failure criterion for layered rocks15
Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia15
Physical and numerical modeling on the failure mechanism of landslides with a wall-like locking section15
Flexural toppling characteristics of anti-dip soft rock slope with base friction test15
Assessment of long-term structural movements in a historic cliffside construction through Lomb-Scargle spectral analysis of unevenly spaced time records: the Punta Begoña Galleries (Getxo, Spain)15
Impact of climate change on shallow ground hydro-thermal properties15
Effect of hydrothermal path on swelling pressure and hydraulic conductivity of compacted bentonite15
Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles14
Vibration response and evaluation system of cross-tunnel blasting14
Study on surface subsidence prediction method of shallow coal seam backfill-strip mining under the hard roof14
Analytical method for estimating leakage of reservoir basins for pumped storage power stations14
Crack initiation stress of brittle rock with different porosities14
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