Engineering Geology

Papers
(The TQCC of Engineering Geology is 17. 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 2020-02-01 to 2024-02-01.)
ArticleCitations
Assessment of landslide susceptibility mapping based on Bayesian hyperparameter optimization: A comparison between logistic regression and random forest155
A novel hybrid surrogate intelligent model for creep index prediction based on particle swarm optimization and random forest109
Three-dimensional mesoscale computational modeling of soil-rock mixtures with concave particles106
Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea104
On the hydraulic fracturing in naturally-layered porous media using the phase field method103
Experimental investigation of the path-dependent strength and deformation behaviours of frozen loess99
Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms98
Early-warning of rock burst in coal mine by low-frequency electromagnetic radiation98
Geohazards and human settlements: Lessons learned from multiple relocation events in Badong, China – Engineering geologist's perspective93
Liquefaction within a bedding fault: Understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms = 8.0)91
AI-powered landslide susceptibility assessment in Hong Kong89
Integration of Sentinel-1 and ALOS/PALSAR-2 SAR datasets for mapping active landslides along the Jinsha River corridor, China82
Rock strengthening or weakening upon heating in the mild temperature range?79
Effects of microstructure on desiccation cracking of a compacted soil79
Experimental study on changes of pore structure and mechanical properties of sandstone after high-temperature treatment using nuclear magnetic resonance78
Multiscale laboratory investigation of the mechanical and microstructural properties of dredged sediments stabilized with cement and fly ash77
Landslide susceptibility assessment based on an incomplete landslide inventory in the Jilong Valley, Tibet, Chinese Himalayas77
Quantitative risk assessment of slow-moving landslides from the viewpoint of decision-making: A case study of the Three Gorges Reservoir in China76
Experiments and analysis on the influence of multiple closed cemented natural fractures on hydraulic fracture propagation in a tight sandstone reservoir75
Efficient probabilistic back analysis of spatially varying soil parameters for slope reliability assessment75
The effects of vegetation traits and their stability functions in bio-engineered slopes: A perspective review73
Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone73
Characterisation and evolution of the full size range of pores and fractures in rocks under freeze-thaw conditions using nuclear magnetic resonance and three-dimensional X-ray microscopy70
A review of methods used to estimate initial landslide failure surface depths and volumes70
Automatic identification and characterization of discontinuities in rock masses from 3D point clouds69
High performance prediction of soil compaction parameters using multi expression programming69
Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process: phenomenon and mechanism68
Successful implementations of a real-time and intelligent early warning system for loess landslides on the Heifangtai terrace, China66
Mechanisms of failure in coal samples from underground water reservoir66
Novel approach to estimate vertical scale of fluctuation based on CPT data using convolutional neural networks66
Damage evolution and stability analysis of the Jianchuandong Dangerous Rock Mass in the Three Gorges Reservoir Area66
A comparative study of different machine learning methods for reservoir landslide displacement prediction66
Prediction of landslide sharp increase displacement by SVM with considering hysteresis of groundwater change65
Topographic and near-surface stratigraphic amplification of the seismic response of a mountain slope revealed by field monitoring and numerical simulations65
Landslide mapping using object-based image analysis and open source tools61
Novel approach to efficient slope reliability analysis in spatially variable soils60
Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics60
Satellite interferometry for mapping surface deformation time series in one, two and three dimensions: A new method illustrated on a slow-moving landslide60
Experimental study on progressive failure process and permeability characteristics of red sandstone under seepage pressure59
Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions59
A shear constitutive model for describing the full process of the deformation and failure of slip zone soil59
An elastoplastic model of frost deformation for the porous rock under freeze-thaw58
Landslide reconstruction using seismic signal characteristics and numerical simulations: Case study of the 2017 “6.24” Xinmo landslide58
Permeability enhancement and porosity change of coal by liquid carbon dioxide phase change fracturing58
NDSHA: A new paradigm for reliable seismic hazard assessment58
Experimental investigation on hydraulic fracturing of granite specimens with double flaws based on DIC57
Geomechanical behaviors of shale after water absorption considering the combined effect of anisotropy and hydration55
Effect of freeze-thaw cycles on engineering properties of biocemented sand under different treatment conditions55
Asperity degradation characteristics of soft rock-like fractures under shearing based on acoustic emission monitoring54
A new Vs30 map for Italy based on the seismic microzonation dataset54
Spatial modeling of multi-hazard threat to cultural heritage sites54
A protective measure for expansive soil slopes based on moisture content control53
Dynamic compressive properties of dry and saturated coral rocks at high strain rates52
Evaluation of mining-induced energy and rockburst prediction at a diamond mine in Canada using a full 3D elastoplastic finite element model50
Interpolation and stratification of multilayer soil property profile from sparse measurements using machine learning methods50
Mechanical behavior of structurally reconstructed irregular columnar jointed rock mass using 3D printing50
Seismic response of tunnels revealed in two decades following the 1999 Chi-Chi earthquake (Mw 7.6) in Taiwan: A review49
Using machine learning approach for microseismic events recognition in underground excavations: Comparison of ten frequently-used models49
Pore structure characteristics of debris flow source material in the Wenchuan earthquake area48
Post-failure analysis of the Maierato landslide using the material point method48
Influence of water on mechanical behavior of surrounding rock in hard-rock tunnels: An experimental simulation48
Classification and physical characteristics of bound water in loess and its main clay minerals47
DEM modeling of large-scale triaxial test of rock clasts considering realistic particle shapes and flexible membrane boundary47
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method47
Extraction and statistics of discontinuity orientation and trace length from typical fractured rock mass: A case study of the Xinchang underground research laboratory site, China47
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, China47
Investigation of groundwater table distribution using borehole piezometer data interpolation: Case study of Singapore47
Sensitivity analysis of drilling parameters in rock rotary drilling process based on orthogonal test method46
UAV photogrammetry-based remote sensing and preliminary assessment of the behavior of a landslide in Guizhou, China46
Microstructure and permeability evolution of remolded loess with different dry densities under saturated seepage46
Seismic response of the Lengzhuguan slope caused by topographic and geological effects45
Landslide displacement prediction based on multi-source data fusion and sensitivity states45
Quantitative estimation of debris flow source materials by integrating multi-source data: A case study45
Genetic programming model for estimating soil suction in shallow soil layers in the vicinity of a tree45
Geometrical heterogeneity of the joint roughness coefficient revealed by 3D laser scanning45
Pre- and post-failure spatial-temporal deformation pattern of the Baige landslide retrieved from multiple radar and optical satellite images44
Microseismic and precursor analysis of high-stress hazards in tunnels: A case comparison of rockburst and fall of ground44
A two-step comprehensive evaluation model for rockburst prediction based on multiple empirical criteria43
Monitoring the strata behavior in the Destressed Zone of a shallow Indian longwall panel with hard sandstone cover using Mine-Microseismicity and Borehole Televiewer data43
Effects of preferential flow induced by desiccation cracks on slope stability43
Three-dimensional landslide evolution model at the Yangtze River43
Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway43
Dynamic-response characteristics and deformation evolution of loess slopes under seismic loads43
Static and seismic stability assessment of 3D slopes with cracks43
Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China42
Interactions of landslide deposit with terrace sediments: Perspectives from velocity of deposit movement and apparent friction angle42
Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles42
Coupled characterization of stratigraphic and geo-properties uncertainties – A conditional random field approach42
Probabilistic characterization of subsurface stratigraphic configuration with modified random field approach41
Slope stability analysis using elastic finite element stress fields41
A review of existing methods used to evaluate the hydraulic conductivity of a fractured rock mass41
Estimation of wetting hydraulic conductivity function for unsaturated sandy soil41
Non-darcian flow in loess at low hydraulic gradient41
A three-dimensional slope stability analysis method based on finite element method stress analysis41
A new method for determining the hydraulic aperture of rough rock fractures using the support vector regression41
Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the Xiangxi River, three Gorges Reservoir region, China41
Combined effects of cyclic load and temperature fluctuation on the mechanical behavior of porous sandstones40
Investigating the softening of weak interlayers during landslides using nanoindentation experiments and simulations40
A new look at the statistics of tailings dam failures40
Influence of dry-wet cycles on the strength behavior of basalt-fiber reinforced loess40
Development and evolution of Loess vertical joints on the Chinese Loess Plateau at different spatiotemporal scales40
Estimation of the soil-water characteristic curve from the grain size distribution of coarse-grained soils40
Study on the progressive fracturing in soil and rock mixture under uniaxial compression conditions by CT scanning40
Landslide susceptibility index based on the integration of logistic regression and weights of evidence: A case study in Popayan, Colombia39
Evolution of permeability and microscopic pore structure of sandstone and its weakening mechanism under coupled thermo-hydro-mechanical environment subjected to real-time high temperature39
Microcracking behavior of three granites under mode I loading: Insights from acoustic emission39
Effect of water on the time-frequency characteristics of electromagnetic radiation during sandstone deformation and fracturing39
Transversely isotropic creep behavior of phyllite and its influence on the long-term safety of the secondary lining of tunnels39
Use of Sulfur-Free Lignin as a novel soil additive: A multi-scale experimental investigation38
Fast non-parametric simulation of 2D multi-layer cone penetration test (CPT) data without pre-stratification using Markov Chain Monte Carlo simulation38
Grouting for water and mud inrush control in weathered granite tunnel: A case study37
Recurrent neural networks for complicated seismic dynamic response prediction of a slope system37
Experimental study of the failure mode and mechanism of loess fill slopes induced by rainfall37
Particle classification and intra-particle pore structure of carbonate sands37
Application of microbial induced carbonate precipitation for loess surface erosion control37
Long-term behaviour and degradation of calcareous sand under cyclic loading37
Influences of hydrate layered distribution patterns on triaxial shearing characteristics of hydrate-bearing sediments37
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles37
Assessment of non-linear rock strength parameters for the estimation of pipe-jacking forces. Part 2. Numerical modeling36
Effects of freeze-thaw cycles on the moisture sensitivity of a compacted clay36
Combined effects of wet-dry cycles and interacting fluid on desiccation cracks and hydraulic conductivity of compacted clay36
Landslide displacement prediction using kinematics-based random forests method: A case study in Jinping Reservoir Area, China36
The structure degradation of a silty loess induced by long-term water seepage36
Deformation mechanisms and evolution of a pile-reinforced landslide under long-term reservoir operation36
Predicting rock failure with the critical slowing down theory36
Modelling the spatio-temporal evolution of a rainfall-induced retrogressive landslide in an unsaturated slope36
Landslide size matters: A new data-driven, spatial prototype35
Influence of textural properties on the failure mode and process of landslide dams35
Multiple-phase enzyme-induced carbonate precipitation (EICP) method for soil improvement35
Catastrophic mass flows resulting from tailings impoundment failures35
Seismic amplification maps of Italy based on site-specific microzonation dataset and one-dimensional numerical approach35
Effect of basin morphometric parameters on physically-based rainfall thresholds for shallow landslides35
Cooling performance and deformation behavior of crushed-rock embankments on the Qinghai-Tibet Railway in permafrost regions35
Application of electrical resistivity method in the characterization of 2D desiccation cracking process of clayey soil34
The influence of frequency and duration of seismic ground motion on the size of triggered landslides—A regional view34
Influence of spatial variability of soil strength parameters on probabilistic seismic slope displacement hazard analysis34
Seismic cumulative failure effects on a reservoir bank slope with a complex geological structure considering plastic deformation characteristics using shaking table tests34
Liquefaction case studies of gravelly soils during the 2008 Wenchuan earthquake34
About calcium carbonate precipitation on sand biocementation34
Analysis and modeling of the combined effects of hydrological factors on a reservoir bank slope in the Three Gorges Reservoir area, China34
Dynamics and emplacement mechanisms of the successive Baige landslides on the Upper Reaches of the Jinsha River, China34
Experimental study on the effect of water on mechanical properties of swelling mudstone34
Improved coupled Markov chain method for simulating geological uncertainty33
Engineering geology of residual soil derived from mudstone in Zimbabwe33
Development and verification of three-dimensional equivalent discrete fracture network modelling based on the finite element method33
Effects of groundwater exploitation and recharge on land subsidence and infrastructure settlement patterns in Shanghai33
The influences of heating and uniaxial loading on granite subjected to liquid nitrogen cooling33
Experimental study on mechanical and damage characteristics of coal under true triaxial cyclic disturbance33
A failure probability evaluation method for collapse of drill-and-blast tunnels based on multistate fuzzy Bayesian network33
Investigating temperature and moisture profiles of seasonally frozen soil under different land covers using actively heated fiber Bragg grating sensors33
Post-peak deformation and failure behaviour of Jinping marble under true triaxial stresses32
Three-dimensional geological modeling and spatial analysis from geotechnical borehole data using an implicit surface and marching tetrahedra algorithm32
Site effects and damage scenarios: The case study of two historic centers following the 2016 Central Italy earthquake32
Towards semi-automatic discontinuity characterization in rock tunnel faces using 3D point clouds32
Swelling deformation of Na-bentonite in solutions containing different cations32
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 area32
Shaking table tests on reinforced soil retaining walls subjected to the combined effects of rainfall and earthquakes32
Prediction of the overtopping-induced breach process of the landslide dam31
Simulating the postfailure behavior of the seismically- triggered Chiu-fen-erh-shan landslide using 3DEC31
Mechanical characteristics and permeability evolution of salt rock under thermal-hydro-mechanical (THM) coupling condition31
Experimental and numerical investigation on crack mechanism of folded flawed rock-like material under uniaxial compression31
A novel seepage device and ring-shear test on slip zone soils of landslide in the Three Gorges Reservoir area31
An experimental investigation on stress-induced cracking mechanisms of a volcanic rock31
Machine learning-based intelligent modeling of hydraulic conductivity of sandy soils considering a wide range of grain sizes31
Stress sensitivity of porosity and permeability of Cobourg limestone30
Thixotropy of soft clay: A review30
A multi-feature fusion transfer learning method for displacement prediction of rainfall reservoir-induced landslide with step-like deformation characteristics30
Water retention of a bentonite for deep geological radioactive waste repositories: High-temperature experiments and thermodynamic modeling30
Failure analysis of water-bearing rock under direct tension using acoustic emission30
Landslide early warning, case studies from Southwest China30
Field model experiments and numerical analysis of rainfall-induced shallow loess landslides30
Effects of compaction state on desiccation cracking behaviour of a clayey soil subjected to wetting-drying cycles30
Use of UAV-based photogrammetry products for semi-automatic detection and classification of asphalt road damage in landslide-affected areas30
Influence of digital elevation models on the simulation of rainfall-induced landslides in the hillslopes of Guwahati, India30
Machine learning prediction of landslide deformation behaviour using acoustic emission and rainfall measurements30
Evaluation of the extreme rainfall predictions and their impact on landslide susceptibility in a sub-catchment scale30
Reactivation characteristics and hydrological inducing factors of a massive ancient landslide in the three Gorges Reservoir, China30
Searching for multistage sliding surfaces based on the discontinuous dynamic strength reduction method30
Investigation on the fracture and mechanical behaviors of simulated transversely isotropic rock made of two interbedded materials29
Microstructure investigation of soft clay subjected to triaxial loading29
Stability analysis and design charts for over-dip rock slope against bi-planar sliding29
Research on the effect of pore characteristics on the compressive properties of sandstone after freezing and thawing29
Chrono-validation of near-real-time landslide susceptibility models via plug-in statistical simulations29
Estimating the geological strength index and disturbance factor in the Hoek–Brown criterion using the acoustic wave velocity in the rock mass29
Simulating retrogressive slope failure using two different smoothed particle finite element methods: A comparative study29
Bio-mediated method for improving surface erosion resistance of clayey soils29
The role of pH in red-stratum mudstone disintegration in the Three Gorges reservoir area, China, and the associated micromechanisms29
Characterization of roughness and shear behavior of thermally treated granite fractures29
Fracture evolution and failure characteristics of sandstone under freeze-thaw cycling by computed tomography29
Effect of slit size on the impact load against debris-flow mitigation dams29
Excavation compensation method and key technology for surrounding rock control29
Characteristic comparison of seepage-driven and buoyancy-driven landslides in Three Gorges Reservoir area, China29
An experimental study of the mechanism of coal and gas outbursts in the tectonic regions28
3D Effects of permeability and strength anisotropy on the stability of weakly cemented rock slopes subjected to rainfall infiltration28
Effect of structural planes on rockburst distribution: Case study of a deep tunnel in Southwest China28
A modified inverse-velocity method for predicting the failure time of landslides28
Impact dynamics of debris flow against rigid obstacle in laboratory experiments28
Automatic classification and mapping of the seabed using airborne LiDAR bathymetry28
Morphological features of shear-formed fractures developed in a rock bridge28
Experimental study on the failure process of sandstone subjected to cyclic loading and unloading after high temperature treatment28
The effect of mineralogy and textural characteristics on the strength of crystalline igneous rocks using image-based textural quantification28
Acoustic emission response and evolution of precracked coal in the meta-instability stage under graded loading27
Landslides triggered by the 2018 Mw 7.5 Palu supershear earthquake in Indonesia27
Laboratory investigation on gas permeability of compacted GMZ bentonite under a coupled hydraulic-mechanical effect27
Mechanical properties of Beishan granite under complex dynamic loads after thermal treatment27
Comparing characteristics of rainfall- and earthquake-triggered landslides in the Upper Minjiang catchment, China27
Hydro-mechanical behavior of fiber reinforced dredged sludge27
Freeze-thaw impact on macropore structure of clay by 3D X-ray computed tomography27
A complex rockslide developed from a deep-seated toppling failure in the upper Lancang River, Southwest China27
Automated structural discontinuity mapping in a rock face occluded by vegetation using mobile laser scanning27
Leachate leakage investigation, assessment and engineering countermeasures for tunneling underneath a MSW landfill27
Dynamic rockfall risk analysis27
Hazard assessment of a catastrophic mine waste debris flow of Hou Gully, Shimian, China27
Experimental investigations of soil shrinkage characteristics and their effects on the soil water characteristic curve27
Estimation of the wetting scanning curves for sandy soils27
Excavation damaged zone division and time-dependency deformation prediction: A case study of excavated rock mass at Xiaowan Hydropower Station27
Determination of the permeability of seepage flow paths in dams from self-potential measurements27
Quantitative assessment of physical fragility of buildings to the debris flow on 20 August 2019 in the Cutou gully, Wenchuan, southwestern China26
Rockfall susceptibility and network-ranked susceptibility along the Italian railway26
Development of water sensitivity index of loess from its mechanical properties26
Analysis of an excavation-induced landslide in stiff clay using the material point method26
Effects of thermal cycles on microstructural and functional properties of nano treated clayey soil26
Membrane behavior and diffusion properties of sand/SHMP-amended bentonite vertical cutoff wall backfill exposed to lead contamination26
Experimental study on breaching mechanisms of landslide dams composed of different materials under surge waves26
Shear behaviors of granite fractures immersed in chemical solutions25
Identifying and mapping potentially adverse discontinuities in underground excavations using thermal and multispectral UAV imagery25
A novel numerical approach for rock slide blocking river based on the CEFDEM model: A case study from the Samaoding paleolandslide blocking river event25
Evaluation of damage probability of railway embankments in permafrost regions in Qinghai–Tibet Plateau25
Application of a novel constitutive model to evaluate the shear deformation of discontinuity25
Hazard assessment of groundwater inrush in crushed rock mass: An experimental investigation of mass-loss-induced change of fluid flow behavior25
An early warning system integrating time-of-failure analysis and alert procedure for slope failures25
Variation of swelling pressure, consolidation characteristics and hydraulic conductivity of two Indian bentonites due to electrolyte concentration25
Upscaling of fractured rock mass properties – An example comparing Discrete Fracture Network (DFN) modeling and empirical relations based on engineering rock mass classifications25
Overview of local site effects and seismic microzonation mapping in Metropolitan Vancouver, British Columbia, Canada25
Modeling thermal conductivity of clays: A review and evaluation of 28 predictive models25
Advances in modelling of hydro-mechanical processes in gas migration within saturated bentonite: A state-of-art review25
An integrated geological, geotechnical and geophysical approach to identify predisposing factors for flowslide occurrence25
A full description of generalized drag in mixture mass flows25
Effects of chemical conditions on the engineering properties and microscopic characteristics of Tianjin dredged fill25
Quantification of human vulnerability to earthquake-induced landslides using Bayesian network25
Effect of different test methods on the disintegration behaviour of soft rock and the evolution model of disintegration breakage under cyclic wetting and drying25
Quantitative analysis of rockburst in the surrounding rock masses around deep tunnels25
Stability evaluation of slope subjected to seismic effect combined with consequent rainfall25
Landslide monitoring using seismic refraction tomography – The importance of incorporating topographic variations25
Regional efficacy of a global geospatial liquefaction model24
Characteristics and mechanisms for origin of earth fissures in Fenwei basin, China24
Disintegration of granite residual soils with varying degrees of weathering24
Temperature-dependent peak shear-strength criterion for granite fractures24
From probabilistic back analyses to probabilistic run-out predictions of landslides: A case study of Heifangtai terrace, Gansu Province, China24
Physics of building vulnerability to debris flows, floods and earth flows24
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