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 2021-02-01 to 2025-02-01.)
ArticleCitations
Natural stone heterogeneities and discontinuities: an overview and proposal of a classification system91
Rapid determination of soil unconfined compressive strength using reflectance spectroscopy87
A generalized regression neural network–based method for predicting cumulative infiltration volume in shallow slopes83
Stabilization of Amol fat clay using seashell ash73
Method of equivalent core diameter of actual fracture section for the determination of point load strength index of rocks65
Studies on geotechnical properties of Prosopis juliflora ash treated black cotton soil61
Energy-based analysis of seismic damage identification and failure mechanism of bedding structure slopes using VMD-HT and instantaneous energy spectrum60
An analytical solution for critical sliding surface of stepped rock slope: a case study of Xinjing coal mine landslide55
Study on macroscopic and microscopic damage and evolution of coal rock based on acoustic emission time-varying characteristics52
Experimental and numerical investigation on internal erosion induced by infiltration of defective buried pipe48
An investigation of aggregate breakup of structured soft clay under one-dimensional compression based on FESEM images46
The modified Grasselli's morphology parameter and its contribution to shear strength of rock joints44
Experimental investigation on impact fragmentation and deposit characteristics of rockslides43
Shear contraction mechanism and mechanical behavior of shear-induced rock bridge fractures under constant normal stiffness conditions42
Laboratorial studies on the effect of rock microfabric parameters on drill rig vibration41
Investigation of tensile strength and deformation behaviors of basalt fiber-reinforced loess subjected to dry-wet cycles41
Dispersion, mechanical, hydrophysical properties and mechanistic analysis of improved dispersive soil using guar gum40
Failure characteristics and energy properties of red sandstone under uniaxial compression: water content effect and its application40
Assessment of frost and heating penetration in compacted clay layers of landfill top covers in temperate climate40
Investigation on deformation behavior of unstable rock belt based on multi-source data analysis40
Experimental study and numerical simulation on effectiveness of different capillary barriers in silt low subgrade40
Deep soil mixing stabilisation of peat: a review of small-scale and 1 g physical modelling test results39
Experimental investigation of pore-fracture relationship on failure behaviour of porous rock materials38
Analytical model for consolidation and bearing capacity of soft soil stabilized by combined PVD-deep cement mixing columns38
Time series modelling: applications for groundwater control in urban tunnelling37
Transformation mechanism of suffusion and backward erosion piping in gap-graded soil: an experimental study37
Effect of electrolysis desaturation treatment on micro-structure of liquefiable silica sands36
Research on the dynamic resilience characteristics of carbonaceous mudstone soil-rock mixture under wet-dry cycles36
An approach for the design of dewatering systems: the case of an excavation for the construction of the assembly shaft of a tunnel boring machine36
Impact of flow-direction and gravitational settling on microbially-induced calcium carbonate precipitation (MICP) in rock fractures35
Use of sodium alginate as a novel cementitious material to improve the engineering properties of disintegrated carbonaceous mudstone33
Deformation characteristics, gas permeability and energy evolution of low-permeability sandstone under cyclic loading and unloading path33
Assessing landslide susceptibility based on hybrid multilayer perceptron with ensemble learning32
Permeability, deformation characteristics, and damage constitutive model of shale under triaxial hydromechanical coupling32
Determination of drilling rate index based on mineralogical and textural properties of natural stones31
Rock recognition and identification for selective mechanical mining: a self-adaptive artificial neural network approach31
Statistical approach to identify variables predicting sulphide clay occurrence in southern Finland31
Shear strength-dilation characteristics of coral sand contained fines30
Laboratory characterization of soft clay mixed with EPS, lime, fly ash, and sodium silicate30
Structural and stress heterogeneities along the 1997 Zirkuh earthquake fault, Eastern Iran30
Aspects particuliers du comportement mécanique des tufs calcaires de Sétif (Algérie) en assises de chaussées30
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, China30
The evolution characteristics of fractures in overlying rock for underground coal fires29
Permeability of xanthan gum-improved silty soil and its prediction model29
Stability analysis and design optimization of multi-stage slope in gully land consolidation projects on the Loess Plateau28
Weathering patterns of the hard grey-striped limestone in the typical Mediterranean climate of northeastern Algeria at the Roman city of Djemila28
A novel stochastic generation method of shale blocks in S-RM considering the particle size effect of morphological features28
Modeling sinkhole expansion using a mathematical function with soil characteristics and GPR control: a case from central Iran28
Mechanical behavior of the weak bedding plane within sandstone subjected to dynamic load of cyclic tension28
Physical and numerical modeling on the failure mechanism of landslides with a wall-like locking section28
Study on deterioration characteristics of combustion metamorphic rocks under dry–wet cycling27
Experimental study on ionic soil stabilizer combined with vacuum preloading to solidify sludge27
Discrete element-based regression analysis of initial ground stress and application to an extra-long tunnel in China27
Influence of water and salt on suction characteristics of unsaturated clay: variation, mechanism, and fitting27
Damage mechanism of sandstones subject to cyclic freeze–thaw (FT) actions based on high-resolution computed tomography (CT)27
Strength improvement in silty clay by microbial-induced calcite precipitation27
Study on factors affecting the groundwater and springs quality downstream of Seymareh Dam—Iran27
Influences of water on the microstructure and mechanical behavior of the Xigeda formation27
Analytical model for uncertainty characterization of fracture intensity measurement in rock masses27
Estimation of hydraulic properties of evaporitic rocks in southern Saskatchewan, Canada27
Statistical analysis of subsoil geotechnical properties derived from Ogbagi Akoko and other parts of Southwestern Nigeria27
Study on the frost heave mechanism of the water conveyance canal and optimized design of slope protection26
Effects of length-to-diameter ratio on energy storage characteristics of rock materials under uniaxial compression26
Strength development and lime consumption progress relationship in lime stabilized bentonite samples26
Dynamic simulation and failure analysis of intermittently jointed rock cells and slopes based on a novel spring-based smoothed particle hydrodynamics method26
Study on artificial recharge and well loss in confined aquifers using theoretical and back-analysis calculations of hydrogeological parameters from recharge and pumping tests26
Hydraulic properties of ignimbrites: matrix and fracture permeabilities in two pyroclastic flow deposits from Cimino-Vico volcanoes (Italy)25
Experimental study on mechanical behavior and permeability evolution of weakly cemented sandstone under unloading conditions25
Correction method for the boundary water level on the mountain sides in seepage analysis25
Study on the seepage characteristics and degradation mechanism of a single-jointed sandstone under the cyclic dry–wet process in the Three Gorges reservoir25
A re-examination of the factors controlling mobility of large rock avalanches25
Geotechnical properties of Sines Contourite Drift sediments: their contribution to submarine landslide susceptibility25
Field test study on dynamic compaction in treatment of a deep collapsible loess foundation25
Failure process and mechanism analysis of rock slope induced by underground mining: a case study in Yanqianshan open-pit mine, China25
Deformation and potential failure analysis of a giant old deposit in the southeastern margin of the Qinghai-Tibet Plateau based on SBAS-InSAR and numerical simulation25
Improving the evaluation of the blockade behavior of open check dams: a small-scale physical modeling24
Revealing the characteristics and type of chair-shaped landslides considering the reservoir water effect in the Three Gorges Reservoir Area, China24
Application of borehole camera technology in the identification of an instantaneous strain-structural-plane slip rockburst24
Theoretical model and its experimental verification on nonlinear flow through a rough fracture of silty mudstone under low water head24
A method for predicting the subgrade uplift intensity along a high-speed railway track in red-bed areas in China24
Constructing the regional stress profile based on multisource regional stress data and the significance of fault friction strength24
Prediction of the topo-hydrologic effects of soil loss using morphometric analysis in the upper Bilate watershed24
Forecasting reservoir-induced landslide deformation using genetic algorithm enhanced multivariate Taylor series Kalman filter23
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)23
Influence of acid rain on slope instability mechanism—a case study in Sichuan provincial highway, China23
A simplified depth-averaged debris flow model with Herschel-Bulkley rheology for tracking density evolution: a finite volume formulation23
Characterization of the mechanical behavior of the fine soil of railway subgrade under heavy train loading23
Impact of climate change on shallow ground hydro-thermal properties23
Influence of freeze–thaw cycling on the dynamic compressive failure of rocks subjected to hydrostatic pressure23
Prediction of time to slope failure based on a new model23
How do geometric factors influence soil water retention? A study using computerized microtomography23
Determination of geotechnical parameters for underground trenchless construction design23
Tensile behaviors of frozen subgrade soil23
Deformation response and mechanical analysis of the Wangjiashan landslide in Baihetan Hydropower Station, China, during initial impoundment23
Experimental study on mechanical strength and acoustic emission characteristics of waste rock cemented backfill22
Experimental assessment of channel narrowness effects on debris-flow erosion22
Study on failure mechanical behavior of coal in triaxial stress loading and unloading path22
Post-earthquake spatiotemporal evolution characteristics of typical landslide sources in the Jiuzhaigou meizoseismal area22
Air permeability variation of compacted loess: effects of soil basic properties and dry-wet cycles22
Regional back analysis of landslide events using TRIGRS model and rainfall threshold: an approach to estimate landslide hazard for Kodagu, India22
Compared analysis of settlements for deep and shallow foundations with groundwater fluctuation using centrifuge tests22
Vibroflotation method to improve silt interlayers of dredged coral sand ground–a case study21
Wetting and swelling behaviors of unsaturated compacted Korean Ca-bentonite in contact with a cement-equilibrated fluid21
Experimental and numerical investigation on the short- and long-term mechanical properties of mylonite before and after grouting reinforcement21
Dynamic mechanical characteristics of an artificial porous granite under various water saturation levels21
Experimental study on mechanical behavior, permeability, and damage characteristics of Jurassic sandstone under varying stress paths21
Under and post-construction probabilistic static and seismic slope stability analysis of Barmshour Landfill, Shiraz City, Iran21
Effect of strength anisotropy on schist rocks and slope stability analysis21
Investigation of the rock failure effect on overcoring stress relief test in deep hard rock21
Thermal and physico-mechanical evaluation of some magmatic rocks at Homrit Waggat Area, Eastern Desert, Egypt: petrography and geochemistry21
Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia21
Experimental and numerical simulation study on mechanical and engineering properties of silt roadbed under capillary water21
Numerical study on flexural toppling failure of rock slopes using the finite discrete element method20
Slope stability analysis by strength reduction method based on average residual displacement increment criterion20
Laboratorial studies for the prediction of rock texture and hardness using vibration measurement while drilling20
Confining stress effects on global and local responses of internal erosion in gap-graded cohesionless soils20
Assessing the progress of internal instability of fill dam material in South Korea through long-term seepage tests20
Prediction of landslide susceptibility in Wenchuan County based on pixel-level samples20
Landslide susceptibility assessment in Wenchuan County after the 5.12 magnitude earthquake20
Strength assessment of sand stabilized with synthetic polymer and natural fibers20
Remote sensing-based deformation monitoring and geological characterisation of an active deep-seated rock slide (Tellakopf/Cima di Tella, South Tyrol, Italy)20
Research on the blocking effect of baffle-net structure on rock avalanches: consider the influence of particle splashing19
Physical test of fracture development in the overburden strata above the goaf and diffusion process of permeable grout slurry19
Particle breakage behavior of a foundation filling material on island-reefs in the South China Sea under impact loading19
Introduction of an empirical classification system for evaluating tunneling impact on the discharge of springs (TIS) in the surrounding areas19
Back calculation and hazard prediction of a debris flow in Wenchuan meizoseismal area, China19
An insight into the creep mechanisms of a clayey soil through long-term consolidation tests19
The influence of alteration and fractures on gas permeability and mechanical properties of the sedimentary and volcanic rocks of the Acoculco Caldera Complex (México)19
Landslide susceptibility prediction considering rock integrity and stress state: a case study19
Clay soil behaviour due to long-term contamination by liquid petroleum fuels: microstructure and geotechnical properties19
Physical model test of the deformation mechanism of the multi-sliding zones landslide subjected to the operated reservoir19
Experimental study on a debris flow water-sediment separation structure of a funnel-type grating and its sorting characteristics19
Experimental investigation of the collapsibility of loess subjected to water invasion19
A novel unsaturated drainage layer in capillary barrier cover for slope protection19
Study on geometry and seepage evolution mechanism of fracture channels in granular filling coal19
Blasting-induced rock damage control in a soft broken roadway excavation using an air deck at the blasthole bottom19
A massive ancient river-damming landslide triggered by buckling failure in the upper Jinsha River, SE Tibetan Plateau18
Discrete element modelling and scenario prediction of failure, movement and energy dissipation of a potential landslide under a seismic loading18
Investigation into energy conversion and distribution during brittle failure of hard rock18
Deformation characteristics and control for foundation pits in floodplain areas of Nanjing, China18
Crack initiation stress of brittle rock with different porosities18
An innovative test to study cracking behavior of fractured rock-like material under stepped excavation unloading18
Experimental evaluation of kaolin stabilised with class F fly ash18
Pore and compression characteristics of clay solidified by ionic soil stabilizer18
A novel approach to simulating debris flow runout via a three-dimensional CFD code: a case study of Xiaojia Gully18
An experimental study on the influence of metakaolin on mechanical properties of a clayey sand18
A practical method for considering soil strain softening effect in the tunnel face stability analysis by numerical modeling18
Identification of unstable bedrock promontory on steep slope based on UAV photogrammetry18
Experimental investigation of the mechanical behaviors and energy evolution characteristics of red sandstone specimens with holes under uniaxial compression18
The dispersion mechanism of dispersive seasonally frozen soil in western Jilin Province18
Model test study on large deformation mechanism of thin-bedded metamorphic sandstone tunnel18
Study on surface subsidence prediction method of shallow coal seam backfill-strip mining under the hard roof18
Spatial patterns, controlling factors, and characteristics of landslides triggered by strike-slip faulting earthquakes: case study of Lefkada island, Greece18
Strength reduction strategy for rock slope stability using the variation principle based on the Hoek–Brown failure criterion18
Oligomictic alluvial aggregates: petro-mineralogical and geochemical evaluation of sandy gravel formations on the middle course of the Danube (Hungary)17
Brittle failure modes of underground powerhouses: an insight based on true triaxial compression tests17
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 discret17
Application of two-level design method on subway tunnel crossing active fault: a case study on Urumqi subway tunnel intersected by reverse fault dislocation17
Rock mass watering for rock-burst prevention: some thoughts on the mechanisms deduced from laboratory results17
Study on the large deformation control technology of a single-hole double-track railway tunnel17
Combined conditioning of dispersant and foam agent for the soil with different clay minerals: an experimental study17
Numerical investigation of rainfall intensity and duration control of rainfall-induced landslide at a specific slope using slope case histories and actual rainfall records17
Effect of seawater on bentonite slurry and its infiltration behavior into saturated sand for tunnelling17
Anisotropic properties of shale and its impact on underground structures: an experimental and numerical simulation17
Slope reliability analysis in spatially variable soils using sliced inverse regression-based multivariate adaptive regression spline17
Influence of fines content on liquefaction from a critical state framework: the Christchurch earthquake case study17
Effect of multi-factor dynamic loading on gob-side entry driving during longwall face extraction: a case study17
Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles17
Comparative study on the deformation moduli of roadway surrounding rock in coal mines: a case study17
Two-surface progressive failure mechanism and stability quantitative evaluation of water-induced weakening retrogressive landslides: case study for clay landslides, China17
Dynamic fragmentation characteristics of columnar rockfall: insights from discrete element method17
Efficient slope reliability analysis using adaptive classification-based sampling method17
Vibration response and evaluation system of cross-tunnel blasting17
Global sensitivity analysis for evaluation of water level fluctuation of anchored and non-anchored slope on reservoir bank16
Laboratory and numerical investigation of anisotropic creep behavior of transversely isotropic composite rock16
A multi-parameter monitoring system and early warning model for rainfall-induced landslides16
Experimental study on the coupled behavior of dynamic cracking and moisture-heat evolution of a clay under evaporation16
Modelling strength development of cement-stabilised clay and clay with sand impurity cured under varying temperatures16
Revisiting landslide risk terms: IAEG commission C-37 working group on landslide risk nomenclature16
Step-like displacement prediction of reservoir landslides based on a metaheuristic-optimized KELM: a comparative study16
Development characteristics and dynamic mechanisms of tectonic ground fissures in Weihe Basin, China16
Macroscopic mechanical and microscopic characteristics variations of red sandstone from Qinghai Province with solution erosion16
Numerical analysis of fissure development and self-healing mechanism on surface due to longwall mining16
The mechanism of seepage responding characteristic for the water curtain borehole injection in underground water-sealed oil storage16
Investigation and prediction on the freezing point of the clay under different salinity conditions16
Experimental study on the shear characteristics and weakening mechanism of water-bearing rock joints16
Study on mechanical properties and damage model of gas-bearing coal under stepped cyclic loading16
Comparative study on the performance of different slope protective measures under rainfall conditions: the case study of Qingyang City, China16
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 Plateau16
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 simulation16
An analytical solution of scattering of semi-circular hill on cylindrical SH waves16
An energy-based model with non-symmetrical branch fractures of different roughness16
Proposed vulnerability assessment model for masonry buildings on slow-moving landslides based on physical models and field observations16
Predicting wave erosion rates of soil bank based on energy method16
A Python-based optimization method to define the trajectory of rockfalls: a case study of Malshej Ghat, India16
Pore-fluid salinity effect on desiccation cracking of fine-grained soils15
Analytical method for estimating leakage of reservoir basins for pumped storage power stations15
Integrated framework for geological modeling: integration of data, knowledge, and methods15
Experimental investigation on brittleness characteristics of rock based on the ubiquitiformal complexity: strain rate effect and size effect15
Permeability characteristics and empirical prediction of fine sandy soils stabilized by cement and metakaolin15
Wave attenuation coefficient and wave number of high-temperature granite after water cooling and air cooling15
Controls of lithology and degree of fracturing on the in-situ estimation of rock mass hardness using the Equotip hardness tester15
Ground liquefaction caused by 6 February 2023 Kahramanmaraş earthquakes of Türkiye and some assessments on its extent and impacts on built environment15
Utilizing deep learning approach to develop landslide susceptibility mapping considering landslide types15
Study on the effect of entrainment on the behavior of debris flows using a 3D Coupled Eulerian–Lagrangian finite element method15
Parameter optimization of coal face blasting for coal and gas outburst control15
Comprehensive evaluation of fault-controlled open-pit mine stability classification analysis and numerical simulation15
Numerical analysis of borehole parameters effects on strength weakening of red sandstone15
Numerical modeling and damage evolution research on the effect of joint geometrical parameters in nonpersistent jointed rock masses15
Experimental and numerical study of the mechanism of block–flexure toppling failure in rock slopes15
Field tests for the identification of silts15
Carbonation in lime-stabilized clays: mechanism, effects, and future prospects15
A new method for improving coal wall stability in longwall mining by considering support stiffness15
A quantitative study on the characteristics of desiccation cracks and their effect on the shear failure characteristics of granite red soil15
An efficient direct evaluation of reliability for slopes using low-discrepancy sampling15
Electrical Resistivity Tomography study above inaccessible old mine workings for safe erection of high voltage electricity power transmission terrestrial towers: a case study 15
Analyzing grain size distributions with the modal decomposition method: literature review and procedures15
Prediction model for the compressive strength of rock based on stacking ensemble learning and shapley additive explanations15
Determination of joint roughness coefficient using a cost-effective photogrammetry technique14
Frictional rheology-based 3D SPH numerical method for simulating landslide dynamics of granular flow type14
Study of the influence of particle breakage on compression properties for carbonate sand14
Characterization and comparison of 3D pore structures and their changes during collapse in Chinese loess and pore classification in terms of collapsibility14
True triaxial mechanical properties of unsaturated loess in foundation pit engineering14
An integrated geomechanical model for a heterogeneous carbonate reservoir in SW Iran, using geomechanical unit concept14
Tensile strength and dilative characteristics of compacted unsaturated clay-sized metalliferous tailings for bulk earthworks14
Investigation of desiccation cracking in unsaturated clays improved by recycled micro-concrete particles14
Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review14
Experimental investigation on the transmissivity of fractured granite filled with different materials14
Assessment of hydrological condition in strata associated with old mine working during and post-monsoon using electrical resistivity tomography: a case study14
Insight into the overload failure mechanism of anchored slope with weak structural planes14
Rock abrasiveness prediction based on multi-source physical, mechanical and mineralogical properties14
Site suitability for engineering-infrastructure (EI) development and groundwater exploitation using integrated geophysical approach in Guangdong, China14
Effect of Pb(II) on hydraulic behavior and microstructure evolution of activated charcoal-bentonite-reticulated red clay barrier14
Study of the fracture instability and fault slip risk of overlying strata during mining near faults14
Evolution characteristics of rockburst considering grain size and excavation unloading using 3D polycrystalline discrete element method14
Effect of herbaceous plants on the response of loose silty sand slope under rainfall14
Microscopic mechanism analysis of temperature influence on rock salt and thermal damage evolution of surrounding wall in underground salt cavern14
Progressive failure characteristics of coal under uniaxial compression: A comprehensive application of micro-ct and digital volume correlation14
Influence of stress-induced fabric changes on the strength of granites: an insight from the Kohistan and Ladakh Himalayas, Northern Pakistan14
A modified p-y model considering local scour effects for monopile foundations in soft clays14
Multi-source seismic geological ahead-prospecting for TBM tunneling in fractured strata: improved strategies and case studies in a water conveyance project, China14
Experimental study on permeability and porosity evolution of host rock with varying damage degrees in excavation damaged area under real-time ultra-high temperature and triaxial stress/seepage pressur13
Study on the microscopic mechanism of strength softening and multiple fractal characteristics of coal specimens under different water saturation13
Pore structure characteristics of an underground limestone chamber in the Three Gorges Reservoir area13
Drawing mechanisms of granular top coal considering the structure of hydraulic support in longwall top coal caving13
Experimental investigation on dynamic compressive mechanical properties of weathered granite and statistical damage constitutive model13
Monitoring and field tests for controlling large tunnel deformation in squeezing ground: a case study13
Study on land subsidence characteristics and deformation evolution mechanism in Caofeidian New Area, Bohai Bay13
Energy evolution analysis and related failure criterion for layered rocks13
Numerical prediction of undrained cyclic triaxial experiments on saturated Kasai river sand using two constitutive models of liquefaction13
0.89138293266296