Bulletin of Engineering Geology and the Environment

Article	Citations
Numerical simulations of the failure process of anaclinal slope physical model and control mechanism of negative Poisson’s ratio cable	86
Experimental investigation on the nonlinear characteristics of energy evolution and failure characteristics of coal under different gas pressures	86
Analysis of deformation control mechanism of prestressed anchor on jointed soft rock in large cross-section tunnel	79
The adoption of deep neural network (DNN) to the prediction of soil liquefaction based on shear wave velocity	73
Failure mechanism and control technology of large deformation for Muzhailing Tunnel in stratified rock masses	65
Study on overlying strata movement patterns and mechanisms in super-large mining height stopes	61
Enhancing the geotechnical properties of soil using xanthan gum—an eco-friendly alternative to traditional stabilizers	59
A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake	55
Advanced hyperparameter optimization for improved spatial prediction of shallow landslides using extreme gradient boosting (XGBoost)	53
Research on the effect of rock content and sample size on the strength behavior of soil-rock mixture	52
Post-peak behaviour of rocks under cyclic loading using a double-criteria damage-controlled test method	49
Landslide susceptibility mapping using CNN-1D and 2D deep learning algorithms: comparison of their performance at Asir Region, KSA	48
The influence of water-stress loading sequences on the creep behavior of granite	48
Effect of EPS beads in lightening a typical zeolite and cement-treated sand	46
Activity characteristics and enlightenment of the debris flow triggered by the rainstorm on 20 August 2019 in Wenchuan County, China	45
Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment	45
In situ grouting tests for differential settlement treatment of a cut-and-cover metro tunnel in soft soils	43
Rheological and strength performances of cold-bonded geopolymer made from limestone dust and bottom ash for grouting and deep mixing	40
Rock mass watering for rock-burst prevention: some thoughts on the mechanisms deduced from laboratory results	40
Investigating microscale structural characteristics and resultant macroscale mechanical properties of loess exposed to alkaline and saline environments	40
Research on the collapse process of a thick-layer dangerous rock on the reservoir bank	40
Rockburst intensity evaluation by a novel systematic and evolved approach: machine learning booster and application	39
Spatial prediction of landslide susceptibility using projected storm rainfall and land use in Himalayan region	39
Long-term uplift of high-speed railway subgrade caused by swelling effect of red-bed mudstone: case study in Southwest China	39
Evolution of mechanical behaviours of an expansive soil during drying-wetting, freeze–thaw, and drying-wetting-freeze–thaw cycles	38

The uncertainty of landslide susceptibility prediction modeling: suitability of linear conditioning factors	38
Landslide susceptibility mapping using an ensemble model of Bagging scheme and random subspace–based naïve Bayes tree in Zigui County of the Three Gorges Reservoir Area, China	37
Influence of wing crack propagation on the failure process and strength of fractured specimens	37
Shear properties and pore structure characteristics of soil–rock mixture under freeze–thaw cycles	37
Experimental study on mechanical properties and failure behaviour of the pre-cracked coal-rock combination	37
Mapping of landslide susceptibility using the combination of neuro-fuzzy inference system (ANFIS), ant colony (ANFIS-ACOR), and differential evolution (ANFIS-DE) models	37
The classifications of water and mud/rock inrush hazard: a review and update	37
Characteristics and control technology of face-end roof leaks subjected to repeated mining in close-distance coal seams	36
Linking the mechanical properties of frozen sandstone to phase composition of pore water measured by LF-NMR at subzero temperatures	36
Effect of water content on the mechanical properties and deformation characteristics of the clay-bearing red sandstone	36
Microseismicity-based method for the dynamic estimation of the potential rockburst scale during tunnel excavation	36
Study of the in situ stress field in a deep valley and its influence on rock slope stability in Southwest China	36
Effect of initial minimum principal stress and unloading rate on the spalling and rockburst of marble: a true triaxial experiment investigation	35
Experimental investigation of the mechanical behaviors and energy evolution characteristics of red sandstone specimens with holes under uniaxial compression	35
Evaluating the durability, microstructure and mechanical properties of a clayey-sandy soil stabilized with copper slag-based geopolymer against wetting-drying cycles	35
Three-dimensional pore characteristics and permeability properties of calcareous sand with different particle sizes	35
Rock slope stability analysis considering the effect of locked section	33
Prediction of an early failure point using infrared radiation characteristics and energy evolution for sandstone with different water contents	33
Slope reliability analysis in spatially variable soils using sliced inverse regression-based multivariate adaptive regression spline	32
Experimental study of the mechanical behavior of calcareous sand under repeated loading-unloading	32
A review of water rock interaction in underground coal mining: problems and analysis	32
Numerical study of single helical piles and helical pile groups under compressive loading in cohesive and cohesionless soils	31
Study on the seepage characteristics of deep buried tunnels under variable high-pressure water heads	31
A sustainable landfill liner material: clay-fly ash geopolymers	31
One-dimensional compression feature and particle crushability behavior of dry calcareous sand considering fine-grained soil content and relative compaction	30
Space-sky-surface integrated monitoring system for overburden migration regularity in shallow-buried high-intensity mining	30
Risk assessment of loess tunnel collapse during construction based on an attribute recognition model	30
Mechanical and microstructural properties of cement-treated marine dredged clay with red mud and phosphogypsum	29
Rockburst prediction for hard rock and deep-lying long tunnels based on the entropy weight ideal point method and geostress field inversion: a case study of the Sangzhuling Tunnel	29
Strength and dilatancy of coral sand in the South China Sea	28
Upper limit analysis of stability of the water-resistant rock mass of a Karst tunnel face considering the seepage force	28
Particle size and confining-pressure effects of shear characteristics of coral sand: an experimental study	28
Dynamic response and fracture evolution of marble specimens containing rectangular cavities subjected to dynamic loading	28
Engineering properties of sandstone heated to a range of high temperatures	28
Study on the shear mechanics of gas hydrate-bearing sand-well interface with different roughness and dissociation	28
Damage zones induced by in situ stress unloading during excavation of diversion tunnels for the Jinping II hydropower project	27
Laboratory investigation of the temperature influence on the mechanical properties and fracture crack distribution of rock under uniaxial compression test	27
Deformation control method of a large cross-section tunnel overlaid by a soft-plastic loess layer: a case study	27
Effectiveness of Newmark-based sampling strategy for coseismic landslide susceptibility mapping using deep learning, support vector machine, and logistic regression	27
Mechanical behavior and decay model of the sandstone in Urumqi under coupling of freeze–thaw and dynamic loading	27
Physical model test on deformation and failure mechanism of deposit landslide under gradient rainfall	27
Detecting freeze–thaw damage degradation of sandstone with initial damage using NMR technology	27
Improvement of characteristics and freeze-thaw durability of solidified loess based on microbially induced carbonate precipitation	27
Effect of overburden bending deformation and alluvium mechanical parameters on surface subsidence due to longwall mining	27
Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area	27
Geomaterials as construction aggregates: a state-of-the-art	27
Investigating pile anchor support system for deep foundation pit in a congested area of Changchun	26
Effects of flaw width on cracking behavior of single-flawed rock specimens	26
Experiment and numerical simulation of overburden and surface damage law in shallow coal seam mining under the gully	26
Review of the relationship between aggregates geology and Los Angeles and micro-Deval tests	26

Experimental study on the shear characteristics and weakening mechanism of water-bearing rock joints	26
Experimental and numerical study on the fragmentation mechanism of a single calcareous sand particle under normal compression	26
Displacement prediction of step-like landslides based on feature optimization and VMD-Bi-LSTM: a case study of the Bazimen and Baishuihe landslides in the Three Gorges, China	26
Sub-grade characteristics of soil stabilized with agricultural waste, constructional waste, and lime	25
Seismic slope stability and failure process analysis using explicit finite element method	25
Protective effect of partition excavations of a large-deep foundation pit on adjacent tunnels in soft soils: a case study	25
Deformation characteristics, mechanisms, and influencing factors of hydrodynamic pressure landslides in the Three Gorges Reservoir: a case study and model test study	25
Capturing the footprints of ground motion in the spatial distribution of rainfall-induced landslides	25
Theoretical and numerical investigations on mining-induced fault activation and groundwater outburst of coal seam floor	25
Development and formation of ground fissures induced by an ultra large mining height longwall panel in Shendong mining area	25
Evaluation of the effects of three different cooling methods on the dynamic mechanical properties of thermal-treated sandstone	25
System reliability analysis of soldier-piled excavation in unsaturated soil by combining random finite element and sequential compounding methods	25
Prediction of landslide displacement with step-like curve using variational mode decomposition and periodic neural network	25
Application of a two-step sampling strategy based on deep neural network for landslide susceptibility mapping	25
Biochar-assisted bio-cementation of a sand using native bacteria	25
Evaluation of debris flow and landslide hazards using ensemble framework of Bayesian- and tree-based models	24
Liquefaction hazard assessment in a seismically active region of Himalayas using geotechnical and geophysical investigations: a case study of the Jammu Region	24
Hybrid-optimized logistic regression model of landslide susceptibility along mountain highway	24
Real-time rock strength determination based on rock drillability index and drilling specific energy: an experimental study	24
Experimental study on the characteristics of microseismic signals generated during granite rockburst events	24
Role of bedding plane in the relationship between Mode-I fracture toughness and tensile strength of shale	24
Estimation of the appropriate sampling interval for rock joints roughness using laser scanning	24
Back calculation and hazard prediction of a debris flow in Wenchuan meizoseismal area, China	24
Numerical analysis of an expansive subgrade slope subjected to rainfall infiltration	23
Study of the repeated collapsibility of undisturbed loess in Guyuan, China	23
Erosion risk mapping of Anambra State in southeastern Nigeria: soil loss estimation by RUSLE model and geoinformatics	23
Optimized ANN model for predicting rock mass quality ahead of tunnel face using measure-while-drilling data	23
Influence of high-temperature thermal cycles on the pore structure of red sandstone	23
Failure characteristics of shale after being subjected to high temperatures under uniaxial compression	23
Effect and mechanism of fines content on the shear strength of calcareous sand	23
Experimental investigation of pressure stimulated currents and acoustic emissions from sandstone and gabbro samples subjected to multi-stage uniaxial loading	23
Review of chemical stabilizing agents for improving the physical and mechanical properties of loess	23
Application of two-level design method on subway tunnel crossing active fault: a case study on Urumqi subway tunnel intersected by reverse fault dislocation	23
Effect of polypropylene fiber inclusion in kaolin clay stabilized with lime and nano-zeolite considering temperatures of 20 and 40 °C	23
Geomechanical investigation for abandoned salt caverns used for solid waste disposal	23
Machine learning-enhanced soil classification by integrating borehole and CPTU data with noise filtering	23
Coseismic landslide hazard assessment for the future scenario earthquakes in the Kumaun Himalaya, India	23
The dispersion mechanism of dispersive seasonally frozen soil in western Jilin Province	23
Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study	23
Slope reliability evaluation based on multi-objective grey wolf optimization-multi-kernel-based extreme learning machine agent model	22
Landslide response to vegetation by example of July 25–26, 2013, extreme rainstorm, Tianshui, Gansu Province, China	22
Physical test of fracture development in the overburden strata above the goaf and diffusion process of permeable grout slurry	22
Shear creep behavior of red sandstone after freeze-thaw cycles considering different temperature ranges	22
Evaluation of groundwater effects on tunnel engineering in loess	22
Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles	22
Mechanical behaviour and failure characteristics of rocks with composite defects of different angle fissures around hole	22
Slope stability analysis of deep-seated landslides using limit equilibrium and finite element methods in Debre Sina area, Ethiopia	22
Engineering properties of dredged sediments as a raw resource for fired bricks	22
Quantitative hazard analysis and mitigation measures of rockfall in a high-frequency rockfall region	22
Identification of potential rockfall sources using UAV-derived point cloud	22
Risk assessment of TBM jamming based on Bayesian networks	22
Effects of block shape and inclination on the stability of melange bimrocks	22
A new rockburst criterion of stress–strength ratio considering stress distribution of surrounding rock	22
The characteristics of crack existence and development during rock shear fracturing evolution	21
Construction of small sample seismic landslide susceptibility evaluation model based on Transfer Learning: a case study of Jiuzhaigou earthquake	21
Non-stationarity, heterogeneity, scale effects, and anisotropy investigations on natural rock joint roughness using the variogram method	21
Statistical interpolation and spatial mapping of geotechnical soil parameters of District Sargodha, Pakistan	21
Cumulative permanent strain and critical dynamic stress of silty filler for subgrade subjected to intermittent cyclic loading of trains	21
Comparative investigation on deformation monitoring and numerical simulation of the deepest excavation in Beijing	21
Coupling effect of biocementation-fiber reinforcement on mechanical behavior of calcareous sand for ocean engineering	21
Study on the influence of the fault dip angle on the stress evolution and slip risk of normal faults in mining	21
Effects of freeze-thawing cycles on the physical and mechanical properties of basaltic and dolomitic rocks evaluated with a decay function model	21
Hazard assessment of earthquake-induced landslides by using permanent displacement model considering near-fault pulse-like ground motions	21
Experimental investigation on stress-induced failure in D-shaped hard rock tunnel under water-bearing and true triaxial compression conditions	21
An early-warning method for rock failure based on Hurst exponent in acoustic emission/microseismic activity monitoring	21
Rockburst response in hard rock owing to excavation unloading of twin tunnels at great depth	21
Geotechnical investigation and stability analysis of bio-engineered slope at Surat Thani Province in Southern Thailand	21
The influence of water on the shear behaviors of intact sandstone	21
Landslide spatial probability prediction: a comparative assessment of naïve Bayes, ensemble learning, and deep learning approaches	21
Effect of the number of coplanar rock bridges on the shear strength and stability of slopes with the same discontinuity persistence	20
Assessment of groundwater depletion–induced land subsidence and characterisation of damaging cracks on houses: a case study in Mohali-Chandigarh area, India	20
Effects of carbonation on chemo-mechanical behaviour of lime-treated soils	20
Numerical study on size effect and anisotropy of columnar jointed basalts under uniaxial compression	20
Characterization of discontinuity surface morphology based on 3D fractal dimension by integrating laser scanning with ArcGIS	20
Numerical simulation and experimental studies of rock-breaking methods for pre-grooving-assisted disc cutter	20
Deformation characteristics and control for foundation pits in floodplain areas of Nanjing, China	20
The effect of polyvinyl alcohol solution with a high degree of alcoholysis on the expansion and cracking behaviour of quicklime-treated soil in earthen sites	19
Evaluating the influence of engineering geological parameters on TBM performance during grinding process in limestone strata	19
Landslide displacement prediction based on a novel hybrid model and convolutional neural network considering time-varying factors	19
A quantitative study on the amount of water-retaining agent based on adhesive-modified red bed weathered soil	19

Novel approach for soil classification using machine learning methods	19
Regional back analysis of landslide events using TRIGRS model and rainfall threshold: an approach to estimate landslide hazard for Kodagu, India	19
Hazard identification and risk assessment of groundwater inrush from a coal mine: a review	19
Simulation of the Q2 loess slope with seepage fissure failure and seismic response via discrete element method	19
Comparing landslide size probability distribution at the landscape scale (Loess Plateau and the Qinba Mountains, Central China) using double Pareto and inverse gamma	19
Relationship between capillary water absorption mechanism and pore structure and microfracture of red-layer mudstone in central Sichuan	19
Experimental study of the dynamic response and failure mode of anti-dip rock slopes	19
Effect of electric arc and ladle furnace slags on the strength and swelling behavior of cement-stabilized expansive clay	19
Experimental study on the influence of water on the failure properties of sandstone	19
Fluidity and strength behaviors of cemented foam backfill: effect of particle size distribution and foaming agent dosage	18
Large-scale model test for studying the water inrush during tunnel excavation in fault	18
A new analytical method for determination of discharge duration in tunnels subjected to groundwater inrush	18
Mechanism of pore water seepage in soil reinforced by step vacuum preloading	18
Investigation on the evolution characteristics and transfer mechanism of surrounding rock pressure for a hard-rock tunnel under high geo-stress: case study on the Erlang Mountain Tunnel, China	18
Analysis of loess fracture on slope stability based on centrifugal model tests	18
Fractal dimension, particle shape, and particle breakage analysis for calcareous sand	18
Experimental study on TBM cutter penetration damage process of highly abrasive hard rock pre-cut by high-pressure water jet	18
Influence of wetting–drying cycles on the compression behavior of a compacted loess from microstructure analysis	18
Collapse behavior and control of hard roofs in steeply inclined coal seams	18
Clay soil behaviour due to long-term contamination by liquid petroleum fuels: microstructure and geotechnical properties	18
Effect of random field element size on reliability and risk assessment of soil slopes	18
Crack propagation in high-temperature granite after cooling shock: experiment and numerical simulation	18
Mapping of earthquake hotspot and coldspot zones for identifying potential landslide hotspot areas in the Himalayan region	18
Bentonite-assisted microbial-induced carbonate precipitation for coarse soil improvement	18
Numerical investigation of impacts of geological faults on coal burst proneness during roadway excavation	18
Anisotropic properties of shale and its impact on underground structures: an experimental and numerical simulation	18
Strength improvement in silty clay by microbial-induced calcite precipitation	18
Effect of high temperature on the brittleness index of granite: an experimental investigation	18
Physical modeling of the dynamics of a revetment breakwater built on reclaimed coral calcareous sand foundation in the South China Sea—tsunami wave	18
Application of GIS-based statistical modeling for landslide susceptibility mapping in the city of Azazga, Northern Algeria	18
Ground vibration characteristics of carbon dioxide phase transition fracturing: an in situ test	17
Characterizing compressive strength of compacted saline loess subjected to freeze–thaw cycling with wave velocity	17
Geochemical, mineralogical, and microstructural characteristics of fault rocks and their impact on TBM jamming: a case study	17
Rainstorm-induced large-scale landslides in Northeastern Chongqing, China, August 31 to September 2, 2014	17
Landslide susceptibility modeling using bivariate statistical-based logistic regression, naïve Bayes, and alternating decision tree models	17
Under and post-construction probabilistic static and seismic slope stability analysis of Barmshour Landfill, Shiraz City, Iran	17
Phytostabilization of coalmine overburden waste rock dump slopes: current status, challenges, and perspectives	17
Effect of weakening of sliding zone soils in hydro-fluctuation belt on long-term reliability of reservoir landslides	17
Experimental study of energy dissipation characteristics and crack coalescence modes of cracked sandstone under different cyclic loading paths	17
Acoustic emission characteristics and damage evolution process of backfilling body–coal pillar–backfilling body composite structure	17
A model for evaluation of surrounding rock stability based on D-S evidence theory and error-eliminating theory	17
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 pressur	17
Particle breakage mechanism and particle shape evolution of calcareous sand under impact loading	17
Effects of size and shape on the crushing strength of coral sand particles under diametral compression test	17
Effects of cement content and soil texture on strength, hydraulic, and microstructural characteristics of cement-stabilized composite soils	17
Effects of reservoir water level fluctuations and rainfall on a landslide by two-way ANOVA and K-means clustering	17
Investigation of geomechanical characterization and size effect of soil-rock mixture: a case study	17
Physical reconstruction and mechanical behavior of fractured rock masses	17
Introducing an empirical model for prediction of disc cutter life for TBM application in jointed rocks: case study, Kerman water conveyance tunnel	17
Pore and compression characteristics of clay solidified by ionic soil stabilizer	16
Laboratory and field investigations of different bolting configurations for coal mine roadways in weak coal strata	16
Permeability changes in fractured Tamusu mudstone in the context of radioactive waste disposal	16
Description of different cracking processes affecting dispersive saline soil slopes subjected to the effects of frost and consequences for the stability of low slopes	16
Control of structural damage on the rock mass characteristics and its influence on the rock slope stability along National Highway-07, Garhwal Himalaya, India: an ensemble of discrete fracture network	16
Study on the effect of axial and hydraulic pressure coupling on the creep behaviors of sandstone under multi-loading	16
Prediction of fracture frequency and RQD for the fractured rock mass using drilling logging data	16
Characteristics of wave propagation through rock mass slopes with weak structural planes and their impacts on the seismic response characteristics of slopes: a case study in the middle reaches of Jins	16
Assessment of hydrological condition in strata associated with old mine working during and post-monsoon using electrical resistivity tomography: a case study	16
A novel approach to simulating debris flow runout via a three-dimensional CFD code: a case study of Xiaojia Gully	16
Asymmetric deformation failure mechanism and support technology of roadways under non-uniform pressure from a mining disturbance	16
Effect of Bermuda grass root on mechanical properties of soil under dry–wet cycles	16
Intelligent prediction of rockburst based on Copula-MC oversampling architecture	16
A case study of seismic forward prospecting based on the tunnel seismic while drilling and active seismic methods	16
Mechanical behaviour of MICP-treated silty sand	16
Effect of groundwater chemistry and temperature on swelling and microstructural properties of sand–bentonite for barriers of radioactive waste repositories	16
A predictive model based on the experimental investigation of collapsible soil treatment using nano-clay in the Sivand Dam region, Iran	16
Hybrid soft computing models for predicting unconfined compressive strength of lime stabilized soil using strength property of virgin cohesive soil	16
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 discret	16
Slope stability analysis by strength reduction method based on average residual displacement increment criterion	16
Soil–rock mixture slope stability analysis by microtremor survey and discrete element method	16
Shear creep experiments and modeling of granite under dry-wet cycling	16
Deformation and failure characteristics of a deeply buried tunnel subjected to creep slip fault movement: based on the engineering conditions of Yunnan water intake project	16
Asymmetric large deformation of tunnel induced by groundwater in carbonaceous shale	16
Geological conditions of saturated soft loess stratum and influence of tunnel excavation and dewatering system on its groundwater environment	16
Novel methods for quantitative analysis of kinematic stability and slope mass rating in jointed rock slopes with the aid of a new computer application	16
The critical curve for shallow saturated zone in soil slope under rainfall and its prediction for landslide characteristics	16
Experimental investigation on the transmissivity of fractured granite filled with different materials	16
Study of the effects of clay content on loess slope failure mode and loess strength	16
Spatial patterns, controlling factors, and characteristics of landslides triggered by strike-slip faulting earthquakes: case study of Lefkada island, Greece	15
Study on the frost heave mechanism of the water conveyance canal and optimized design of slope protection	15
Study of the slope deformation characteristics and landslide mechanisms under alternating excavation and rainfall disturbance	15
Back analysis of surrounding rock parameters of tunnel considering displacement loss and space effect	15
Rockburst inoculation process at different structural planes and microseismic warning technology: a case study	15
Drying-wetting impacts on granite residual soil: a multi-scale study from macroscopic to microscopic investigations	15
Field test study on dynamic compaction in treatment of a deep collapsible loess foundation	15
Application of lignosulphonate—a sustainable approach towards strength improvement and swell management of expansive soils	15
Study on mechanical properties and energy characteristics of carbonaceous shale with different fissure angles under dry–wet cycles	15
Influence of rock powder on the behaviour of an organic soil	15
Model tests of the influence of ground water level on dynamic compaction	15
Experimental investigation on seepage erosion of the soil–rock interface	15
Study on the seepage characteristics and degradation mechanism of a single-jointed sandstone under the cyclic dry–wet process in the Three Gorges reservoir	15
Coal mining method with near-zero impact on the ecological environment in a high-intensity mining area of Northwest China	15
TBM-cutter rock-breaking effect and mechanism considering different cutting sequences	15
Model test study on sliding-toppling composite deformation evolution of anti-dip layered rock slope	15
Study on large deformation mechanism and concrete-filled steel tubular support technology for ventilation shaft roadway	15