Engineering Geology

Papers
(The TQCC of Engineering Geology is 18. 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 2020-09-01 to 2024-09-01.)
ArticleCitations
Assessment of landslide susceptibility mapping based on Bayesian hyperparameter optimization: A comparison between logistic regression and random forest203
Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea144
Early-warning of rock burst in coal mine by low-frequency electromagnetic radiation119
Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms117
Three-dimensional mesoscale computational modeling of soil-rock mixtures with concave particles116
AI-powered landslide susceptibility assessment in Hong Kong114
Integration of Sentinel-1 and ALOS/PALSAR-2 SAR datasets for mapping active landslides along the Jinsha River corridor, China112
Geohazards and human settlements: Lessons learned from multiple relocation events in Badong, China – Engineering geologist's perspective111
A comparative study of different machine learning methods for reservoir landslide displacement prediction105
Liquefaction within a bedding fault: Understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms = 8.0)104
High performance prediction of soil compaction parameters using multi expression programming100
Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process: phenomenon and mechanism98
Experimental study on changes of pore structure and mechanical properties of sandstone after high-temperature treatment using nuclear magnetic resonance95
Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway93
The effects of vegetation traits and their stability functions in bio-engineered slopes: A perspective review91
Experiments and analysis on the influence of multiple closed cemented natural fractures on hydraulic fracture propagation in a tight sandstone reservoir91
Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone85
Novel approach to estimate vertical scale of fluctuation based on CPT data using convolutional neural networks81
Successful implementations of a real-time and intelligent early warning system for loess landslides on the Heifangtai terrace, China80
Prediction of landslide sharp increase displacement by SVM with considering hysteresis of groundwater change79
Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics78
Landslide mapping using object-based image analysis and open source tools77
Novel approach to efficient slope reliability analysis in spatially variable soils76
A new Vs30 map for Italy based on the seismic microzonation dataset76
An elastoplastic model of frost deformation for the porous rock under freeze-thaw74
A shear constitutive model for describing the full process of the deformation and failure of slip zone soil70
Seismic response of tunnels revealed in two decades following the 1999 Chi-Chi earthquake (Mw 7.6) in Taiwan: A review69
Permeability enhancement and porosity change of coal by liquid carbon dioxide phase change fracturing69
A new look at the statistics of tailings dam failures67
Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions67
NDSHA: A new paradigm for reliable seismic hazard assessment67
Effect of freeze-thaw cycles on engineering properties of biocemented sand under different treatment conditions67
Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles66
Spatial modeling of multi-hazard threat to cultural heritage sites66
DEM modeling of large-scale triaxial test of rock clasts considering realistic particle shapes and flexible membrane boundary64
Influence of water on mechanical behavior of surrounding rock in hard-rock tunnels: An experimental simulation60
Effects of preferential flow induced by desiccation cracks on slope stability60
Multiple-phase enzyme-induced carbonate precipitation (EICP) method for soil improvement59
Microstructure and permeability evolution of remolded loess with different dry densities under saturated seepage59
Application of microbial induced carbonate precipitation for loess surface erosion control58
Coupled characterization of stratigraphic and geo-properties uncertainties – A conditional random field approach58
Post-failure analysis of the Maierato landslide using the material point method57
Experimental study of the influence of wetting and drying cycles on the strength of intact rock samples from a red stratum in the Three Gorges Reservoir area56
UAV photogrammetry-based remote sensing and preliminary assessment of the behavior of a landslide in Guizhou, China56
Seismic response analysis of a bedding rock slope based on the time-frequency joint analysis method: a case study from the middle reach of the Jinsha River, China55
Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China55
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method54
Probabilistic characterization of subsurface stratigraphic configuration with modified random field approach53
Towards semi-automatic discontinuity characterization in rock tunnel faces using 3D point clouds53
Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the Xiangxi River, three Gorges Reservoir region, China53
Particle classification and intra-particle pore structure of carbonate sands53
Pre- and post-failure spatial-temporal deformation pattern of the Baige landslide retrieved from multiple radar and optical satellite images52
Experimental study of the failure mode and mechanism of loess fill slopes induced by rainfall52
Influences of hydrate layered distribution patterns on triaxial shearing characteristics of hydrate-bearing sediments52
Landslide susceptibility index based on the integration of logistic regression and weights of evidence: A case study in Popayan, Colombia52
Microcracking behavior of three granites under mode I loading: Insights from acoustic emission52
A multi-feature fusion transfer learning method for displacement prediction of rainfall reservoir-induced landslide with step-like deformation characteristics51
Machine learning-based intelligent modeling of hydraulic conductivity of sandy soils considering a wide range of grain sizes51
Influence of dry-wet cycles on the strength behavior of basalt-fiber reinforced loess51
Evolution of permeability and microscopic pore structure of sandstone and its weakening mechanism under coupled thermo-hydro-mechanical environment subjected to real-time high temperature51
Quantitative estimation of debris flow source materials by integrating multi-source data: A case study51
Investigating the softening of weak interlayers during landslides using nanoindentation experiments and simulations51
Three-dimensional landslide evolution model at the Yangtze River50
Estimation of wetting hydraulic conductivity function for unsaturated sandy soil50
Experimental study on the effect of water on mechanical properties of swelling mudstone50
Study on the progressive fracturing in soil and rock mixture under uniaxial compression conditions by CT scanning49
Grouting for water and mud inrush control in weathered granite tunnel: A case study49
Landslide displacement prediction using kinematics-based random forests method: A case study in Jinping Reservoir Area, China48
A three-dimensional slope stability analysis method based on finite element method stress analysis48
Mechanical characteristics and permeability evolution of salt rock under thermal-hydro-mechanical (THM) coupling condition48
Effects of compaction state on desiccation cracking behaviour of a clayey soil subjected to wetting-drying cycles48
An experimental investigation on stress-induced cracking mechanisms of a volcanic rock48
Influence of water on rockburst proneness of sandstone: Insights from relative and absolute energy storage47
Interactions of landslide deposit with terrace sediments: Perspectives from velocity of deposit movement and apparent friction angle47
Field model experiments and numerical analysis of rainfall-induced shallow loess landslides47
Predicting rock failure with the critical slowing down theory46
Recurrent neural networks for complicated seismic dynamic response prediction of a slope system46
Characteristic comparison of seepage-driven and buoyancy-driven landslides in Three Gorges Reservoir area, China46
Transversely isotropic creep behavior of phyllite and its influence on the long-term safety of the secondary lining of tunnels46
Liquefaction case studies of gravelly soils during the 2008 Wenchuan earthquake45
Modelling the spatio-temporal evolution of a rainfall-induced retrogressive landslide in an unsaturated slope45
Landslide size matters: A new data-driven, spatial prototype45
Catastrophic mass flows resulting from tailings impoundment failures45
Analysis of an excavation-induced landslide in stiff clay using the material point method45
Improved coupled Markov chain method for simulating geological uncertainty45
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles45
Experimental study on mechanical and damage characteristics of coal under true triaxial cyclic disturbance44
Development and verification of three-dimensional equivalent discrete fracture network modelling based on the finite element method44
Characterization of roughness and shear behavior of thermally treated granite fractures44
Effects of groundwater exploitation and recharge on land subsidence and infrastructure settlement patterns in Shanghai44
Effects of freeze-thaw cycles on the moisture sensitivity of a compacted clay44
Impact dynamics of debris flow against rigid obstacle in laboratory experiments44
Acoustic emission response and evolution of precracked coal in the meta-instability stage under graded loading43
A novel seepage device and ring-shear test on slip zone soils of landslide in the Three Gorges Reservoir area43
Research on the effect of pore characteristics on the compressive properties of sandstone after freezing and thawing43
Long-term behaviour and degradation of calcareous sand under cyclic loading43
Landslide early warning, case studies from Southwest China43
Analysis and modeling of the combined effects of hydrological factors on a reservoir bank slope in the Three Gorges Reservoir area, China43
Fracture evolution and failure characteristics of sandstone under freeze-thaw cycling by computed tomography43
Three-dimensional geological modeling and spatial analysis from geotechnical borehole data using an implicit surface and marching tetrahedra algorithm42
Seismic cumulative failure effects on a reservoir bank slope with a complex geological structure considering plastic deformation characteristics using shaking table tests42
Excavation compensation method and key technology for surrounding rock control42
Deformation mechanisms and evolution of a pile-reinforced landslide under long-term reservoir operation42
Use of UAV-based photogrammetry products for semi-automatic detection and classification of asphalt road damage in landslide-affected areas42
Experimental and numerical investigation on crack mechanism of folded flawed rock-like material under uniaxial compression41
Reactivation characteristics and hydrological inducing factors of a massive ancient landslide in the three Gorges Reservoir, China41
Bio-mediated method for improving surface erosion resistance of clayey soils40
Effect of water saturation on dynamic behavior of sandstone after wetting-drying cycles40
Engineering geology of residual soil derived from mudstone in Zimbabwe40
Disintegration of granite residual soils with varying degrees of weathering40
Influence of spatial variability of soil strength parameters on probabilistic seismic slope displacement hazard analysis40
A failure probability evaluation method for collapse of drill-and-blast tunnels based on multistate fuzzy Bayesian network40
Seismic amplification maps of Italy based on site-specific microzonation dataset and one-dimensional numerical approach40
Dynamics and emplacement mechanisms of the successive Baige landslides on the Upper Reaches of the Jinsha River, China39
Failure analysis of water-bearing rock under direct tension using acoustic emission39
Effect of basin morphometric parameters on physically-based rainfall thresholds for shallow landslides39
Experimental investigations of soil shrinkage characteristics and their effects on the soil water characteristic curve39
Machine learning prediction of landslide deformation behaviour using acoustic emission and rainfall measurements39
Random finite element analysis on uplift bearing capacity and failure mechanisms of square plate anchors in spatially variable clay39
Investigating temperature and moisture profiles of seasonally frozen soil under different land covers using actively heated fiber Bragg grating sensors38
An investigation of the breakage behaviour of a pre-crushed carbonate sand under shear using X-ray micro-tomography38
Freeze-thaw impact on macropore structure of clay by 3D X-ray computed tomography38
Stability analysis and design charts for over-dip rock slope against bi-planar sliding38
Mesoscopic damage evolution of coral reef limestone based on real-time CT scanning38
Landslides triggered by the 2018 Mw 7.5 Palu supershear earthquake in Indonesia38
Evaluation of damage probability of railway embankments in permafrost regions in Qinghai–Tibet Plateau38
Experimental study on the failure process of sandstone subjected to cyclic loading and unloading after high temperature treatment38
Hydro-mechanical behavior of fiber reinforced dredged sludge37
Microcracking behavior transition in thermally treated granite under mode I loading37
Searching for multistage sliding surfaces based on the discontinuous dynamic strength reduction method37
Swelling deformation of Na-bentonite in solutions containing different cations37
Effects of thermal cycles on microstructural and functional properties of nano treated clayey soil37
Investigation on the fracture and mechanical behaviors of simulated transversely isotropic rock made of two interbedded materials37
Membrane behavior and diffusion properties of sand/SHMP-amended bentonite vertical cutoff wall backfill exposed to lead contamination37
The role of pH in red-stratum mudstone disintegration in the Three Gorges reservoir area, China, and the associated micromechanisms37
Large-scale field model tests of landslide dam breaching36
Simulating the postfailure behavior of the seismically- triggered Chiu-fen-erh-shan landslide using 3DEC36
Effect of slit size on the impact load against debris-flow mitigation dams36
Three-dimensional stress rotation and control mechanism of deep tunneling incorporating generalized Zhang–Zhu strength-based forward analysis36
Development of water sensitivity index of loess from its mechanical properties36
Remote sensing for landslide investigations: A progress report from China36
Chrono-validation of near-real-time landslide susceptibility models via plug-in statistical simulations36
Effect of structural planes on rockburst distribution: Case study of a deep tunnel in Southwest China36
Creep mechanical and microstructural insights into the failure mechanism of loess landslides induced by dry-wet cycles in the Heifangtai platform, China36
Hazard assessment of a catastrophic mine waste debris flow of Hou Gully, Shimian, China35
Large-scale spatial characterization and liquefaction resistance of sand by hybrid bacteria induced biocementation35
Effect of different test methods on the disintegration behaviour of soft rock and the evolution model of disintegration breakage under cyclic wetting and drying35
Rockfall susceptibility and network-ranked susceptibility along the Italian railway35
Why the Xintan landslide was not triggered by the heaviest historical rainfall: Mechanism and review35
Simulating retrogressive slope failure using two different smoothed particle finite element methods: A comparative study35
Types and occurrence time of rockbursts in tunnel affected by geological conditions and drilling & blasting procedures35
Automatic classification and mapping of the seabed using airborne LiDAR bathymetry35
Estimating the geological strength index and disturbance factor in the Hoek–Brown criterion using the acoustic wave velocity in the rock mass35
Thixotropy of soft clay: A review35
An investigation of the combined effect of rainfall and road cut on landsliding35
Prediction of the overtopping-induced breach process of the landslide dam34
Experimental assessment on the fatigue mechanical properties and fracturing mechanism of sandstone exposed to freeze-thaw treatment and cyclic uniaxial compression34
A quick and low-cost smartphone photogrammetry method for obtaining 3D particle size and shape34
Quantitative assessment of physical fragility of buildings to the debris flow on 20 August 2019 in the Cutou gully, Wenchuan, southwestern China34
Seepage detection in earth-filled dam from self-potential and electrical resistivity tomography34
Shear behaviors of granite fractures immersed in chemical solutions33
Analyzing the multi-hazard chain induced by a debris flow in Xiaojinchuan River, Sichuan, China33
Morphological features of shear-formed fractures developed in a rock bridge33
A complex rockslide developed from a deep-seated toppling failure in the upper Lancang River, Southwest China33
Experimental study on breaching mechanisms of landslide dams composed of different materials under surge waves33
Experimental study on mechanical properties, permeability and energy characteristics of limestone from through-coal seam (TCS) tunnel33
Rapid characterisation of landslide heterogeneity using unsupervised classification of electrical resistivity and seismic refraction surveys32
Automated structural discontinuity mapping in a rock face occluded by vegetation using mobile laser scanning32
Determining the bound water content of montmorillonite from molecular simulations32
Microstructure and soil-water retention behavior of compacted and intact silt loess32
A numerical investigation of slope stability influenced by the combined effects of reservoir water level fluctuations and precipitation: A case study of the Bianjiazhai landslide in China32
An experimental study of the mechanism of coal and gas outbursts in the tectonic regions32
Microstructure investigation of soft clay subjected to triaxial loading32
Factors controlling the spatial distribution of coseismic landslides triggered by the Mw 6.1 Ludian earthquake in China32
Advance prediction of collapse for TBM tunneling using deep learning method31
Experimental study on failure and fracturing attributes of granite after thermal treatments with different cooling conditions31
Comparison of 2D and 3D dynamic image analysis for characterization of natural sands31
Modeling thermal conductivity of clays: A review and evaluation of 28 predictive models31
Analysis of capillary water imbibition in sandstone via a combination of nuclear magnetic resonance imaging and numerical DEM modeling31
Shallow mixing and column performances of lime, fly ash and gypsum on the stabilization of swelling soils31
Laboratory investigation on gas permeability of compacted GMZ bentonite under a coupled hydraulic-mechanical effect30
Insights and perspectives into the limit equilibrium method from 2D and 3D analyses30
The world's second-largest, recorded landslide event: Lessons learnt from the landslides triggered during and after the 2018 Mw 7.5 Papua New Guinea earthquake30
AI-based rainfall prediction model for debris flows30
Hysteresis effect and seasonal step-like creep deformation of the Jiuxianping landslide in the Three Gorges Reservoir region30
Investigating the influence of water on swelling deformation and mechanical behavior of mudstone considering water softening effect29
Upscaling of fractured rock mass properties – An example comparing Discrete Fracture Network (DFN) modeling and empirical relations based on engineering rock mass classifications29
Model test on deformation and failure behaviour of arching-type slope under excavation condition29
Desiccation cracking of soil subjected to different environmental relative humidity conditions29
Establishing region-specific N – V relationships through hierarchical Bayesian modeling29
Saturated hydraulic conductivity of problematic soils measured by a newly developed low-compliance triaxial permeameter29
Numerical evaluation of particle shape effect on small strain properties of granular soils29
Quantifying the transition of impact mechanisms of geophysical flows against flexible barrier29
Evolution law of small strain shear modulus of expansive soil: From a damage perspective29
Initiation and mobility of recurring loess flowslides on the Heifangtai irrigated terrace in China: Insights from hydrogeological conditions and liquefaction criteria29
Subsidence monitoring and influencing factor analysis of mountain excavation and valley infilling on the Chinese Loess Plateau: A case study of Yan'an New District29
Strain-softening failure mode after the post-peak as a unique mechanism of ruptures in a frozen soil-rock mixture28
A single surface slope effects on seismic response based on shaking table test and numerical simulation28
A review of the methods to incorporate the geological and geotechnical characteristics of rock masses in blastability assessments for selective blast design28
Prediction of river damming susceptibility by landslides based on a logistic regression model and InSAR techniques: A case study of the Bailong River Basin, China28
Shear behavior and microstructural variation in loess from the Yan'an area, China28
Evolution of contact area and aperture during the shearing process of natural rock fractures28
Application of a novel constitutive model to evaluate the shear deformation of discontinuity28
Hazard assessment of groundwater inrush in crushed rock mass: An experimental investigation of mass-loss-induced change of fluid flow behavior28
Instrumented flume tests on the failure and fluidization of tailings dams induced by rainfall infiltration28
Use of X-ray computed tomography for studying the desiccation cracking and self-healing of fine soil during drying–wetting paths28
Creep behaviour of saturated purple mudstone under triaxial compression28
Advances in modelling of hydro-mechanical processes in gas migration within saturated bentonite: A state-of-art review28
Probabilistic rainfall thresholds for debris flows occurred after the Wenchuan earthquake using a Bayesian technique28
Experimental and theoretical study on the seepage mechanism characteristics coupling with confining pressure28
Dynamic response of a physical anti-dip rock slope model revealed by shaking table tests27
New developments for the performance-based assessment of seismically-induced slope displacements27
Model tests of the evolutionary process and failure mechanism of a pile-reinforced landslide under two different reservoir conditions27
Experimental investigation on dynamic mechanical behavior and fracture evolution of fissure-filled red sandstone after thermal treatment27
A novel numerical approach for rock slide blocking river based on the CEFDEM model: A case study from the Samaoding paleolandslide blocking river event27
Cracking and sealing behavior of the compacted bentonite upon technological voids filling27
An artificial neural network model to predict debris-flow volumes caused by extreme rainfall in the central region of South Korea27
Pore structure effects on the water retention behaviour of a compacted silty sand soil subjected to drying-wetting cycles27
From probabilistic back analyses to probabilistic run-out predictions of landslides: A case study of Heifangtai terrace, Gansu Province, China27
Simultaneous analysis of slope instabilities on a small catchment-scale using coupled surface and subsurface flows26
Tensile behavior of clayey soils during desiccation cracking process26
3D hydrogeological reconstruction of the fault-controlled Euganean Geothermal System (NE Italy)26
Failure mechanism investigation on loess–mudstone landslides based on the Hilbert–Huang transform method using a large-scale shaking table test26
Experimental study on the mechanical behaviour of bounded geomaterials under creep and cyclic loading considering effects of instantaneous strain rates26
Effects of Water Diversion Project on groundwater system and land subsidence in Beijing, China26
Characterization of sliding surface deformation and stability evaluation of landslides with fiber–optic strain sensing nerves26
Effects of bedding planes on mechanical characteristics and crack evolution of rocks containing a single pre-existing flaw26
An overview on the compaction characteristics of soils by laboratory tests26
A new combined analytical-numerical method for evaluating the inflow rate into a tunnel excavated in a fractured rock mass26
Experimental study on the acoustic emission and fracture propagation characteristics of sandstone with variable angle joints26
Role of hydro-mechanical coupling in excavation-induced damage propagation, fracture deformation and microseismicity evolution in naturally fractured rocks26
Tensile behavior of bio-cemented, fiber-reinforced calcareous sand from coastal zone26
A novel criterion for yield shear displacement of rock discontinuities based on renormalization group theory25
Influence of volumetric block proportion on mechanical properties of virtual soil-rock mixtures25
Effect of calcium bentonite clay and fly ash on the stabilization of organic soil from Alberta, Canada25
Experimental simulation study of rockburst characteristics of Sichuan–Tibet granite: A case study of the Zheduoshan tunnel25
An experimental investigation of shear strength behavior of a welded bimrock by meso-scale direct shear tests25
Automatic soil crack recognition under uneven illumination condition with the application of artificial intelligence25
A novel parameter inversion method for an improved DEM simulation of a river damming process by a large-scale landslide25
3D size and shape characterization of natural sand particles using 2D image analysis25
Initiation mechanisms and dynamics of a debris flow originated from debris-ice mixture slope failure in southeast Tibet, China25
Effects of water content on shear properties of bentonite–polymer composite structure25
On the importance of landslide management: Insights from a 32-year database of landslide consequences and rainfall in Hong Kong25
Hydro-mechanical properties of unreinforced and fiber-reinforced used motor oil (UMO)-contaminated sand-bentonite mixtures25
Long-term thermal stability and settlement of heat pipe-protected highway embankment in warm permafrost regions24
Microstructure evolution of soft clay under consolidation loading24
Strength performance and microstructural evolution of carbonated steel slag stabilized soils in the laboratory scale24
Joint interpretation of geophysical data: Applying machine learning to the modeling of an evaporitic sequence in Villar de Cañas (Spain)24
Physics-based large-deformation analysis of coseismic landslides: A multiscale 3D SEM-MPM framework with application to the Hongshiyan landslide24
The mechanics of frost heave with stratigraphic microstructure evolution24
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