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 2020-04-01 to 2024-04-01.)
ArticleCitations
Assessment of landslide susceptibility mapping based on Bayesian hyperparameter optimization: A comparison between logistic regression and random forest166
Experimental investigation on mechanical behavior and particle crushing of calcareous sand retrieved from South China Sea113
Three-dimensional mesoscale computational modeling of soil-rock mixtures with concave particles109
Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms101
Early-warning of rock burst in coal mine by low-frequency electromagnetic radiation100
Geohazards and human settlements: Lessons learned from multiple relocation events in Badong, China – Engineering geologist's perspective100
Liquefaction within a bedding fault: Understanding the initiation and movement of the Daguangbao landslide triggered by the 2008 Wenchuan Earthquake (Ms = 8.0)95
AI-powered landslide susceptibility assessment in Hong Kong93
Rock strengthening or weakening upon heating in the mild temperature range?89
Integration of Sentinel-1 and ALOS/PALSAR-2 SAR datasets for mapping active landslides along the Jinsha River corridor, China87
Experimental study on changes of pore structure and mechanical properties of sandstone after high-temperature treatment using nuclear magnetic resonance86
Experiments and analysis on the influence of multiple closed cemented natural fractures on hydraulic fracture propagation in a tight sandstone reservoir80
Landslide susceptibility assessment based on an incomplete landslide inventory in the Jilong Valley, Tibet, Chinese Himalayas80
The effects of vegetation traits and their stability functions in bio-engineered slopes: A perspective review79
Quantitative risk assessment of slow-moving landslides from the viewpoint of decision-making: A case study of the Three Gorges Reservoir in China79
Efficient probabilistic back analysis of spatially varying soil parameters for slope reliability assessment76
Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone76
High performance prediction of soil compaction parameters using multi expression programming76
A comparative study of different machine learning methods for reservoir landslide displacement prediction76
Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process: phenomenon and mechanism75
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 microscopy74
Prediction of landslide sharp increase displacement by SVM with considering hysteresis of groundwater change69
Successful implementations of a real-time and intelligent early warning system for loess landslides on the Heifangtai terrace, China68
Landslide mapping using object-based image analysis and open source tools68
Novel approach to estimate vertical scale of fluctuation based on CPT data using convolutional neural networks68
Hydrate-bearing sediment of the South China Sea: Microstructure and mechanical characteristics68
Topographic and near-surface stratigraphic amplification of the seismic response of a mountain slope revealed by field monitoring and numerical simulations67
Novel approach to efficient slope reliability analysis in spatially variable soils62
Efficient computational techniques for predicting the California bearing ratio of soil in soaked conditions61
A shear constitutive model for describing the full process of the deformation and failure of slip zone soil61
An elastoplastic model of frost deformation for the porous rock under freeze-thaw61
A new Vs30 map for Italy based on the seismic microzonation dataset60
Permeability enhancement and porosity change of coal by liquid carbon dioxide phase change fracturing60
Landslide reconstruction using seismic signal characteristics and numerical simulations: Case study of the 2017 “6.24” Xinmo landslide60
A protective measure for expansive soil slopes based on moisture content control60
NDSHA: A new paradigm for reliable seismic hazard assessment59
Geomechanical behaviors of shale after water absorption considering the combined effect of anisotropy and hydration57
Effect of freeze-thaw cycles on engineering properties of biocemented sand under different treatment conditions57
Dynamic compressive properties of dry and saturated coral rocks at high strain rates57
Spatial modeling of multi-hazard threat to cultural heritage sites56
Seismic response of tunnels revealed in two decades following the 1999 Chi-Chi earthquake (Mw 7.6) in Taiwan: A review53
Scientific challenges in disaster risk reduction for the Sichuan–Tibet Railway53
Extraction and statistics of discontinuity orientation and trace length from typical fractured rock mass: A case study of the Xinchang underground research laboratory site, China51
Mechanical behavior of structurally reconstructed irregular columnar jointed rock mass using 3D printing51
DEM modeling of large-scale triaxial test of rock clasts considering realistic particle shapes and flexible membrane boundary51
Influence of water on mechanical behavior of surrounding rock in hard-rock tunnels: An experimental simulation51
Investigation of groundwater table distribution using borehole piezometer data interpolation: Case study of Singapore50
Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method50
Using machine learning approach for microseismic events recognition in underground excavations: Comparison of ten frequently-used models50
Landslide displacement prediction based on multi-source data fusion and sensitivity states49
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, China49
Post-failure analysis of the Maierato landslide using the material point method49
Microstructure and permeability evolution of remolded loess with different dry densities under saturated seepage48
Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles48
Effects of preferential flow induced by desiccation cracks on slope stability48
Coupled characterization of stratigraphic and geo-properties uncertainties – A conditional random field approach48
A two-step comprehensive evaluation model for rockburst prediction based on multiple empirical criteria47
Quantitative estimation of debris flow source materials by integrating multi-source data: A case study47
UAV photogrammetry-based remote sensing and preliminary assessment of the behavior of a landslide in Guizhou, China47
Sensitivity analysis of drilling parameters in rock rotary drilling process based on orthogonal test method47
Landslide evolution assessment based on InSAR and real-time monitoring of a large reactivated landslide, Wenchuan, China46
Pre- and post-failure spatial-temporal deformation pattern of the Baige landslide retrieved from multiple radar and optical satellite images46
Three-dimensional landslide evolution model at the Yangtze River46
Genetic programming model for estimating soil suction in shallow soil layers in the vicinity of a tree46
A three-dimensional slope stability analysis method based on finite element method stress analysis45
Particle classification and intra-particle pore structure of carbonate sands45
Evolution characteristics and displacement forecasting model of landslides with stair-step sliding surface along the Xiangxi River, three Gorges Reservoir region, China45
Microcracking behavior of three granites under mode I loading: Insights from acoustic emission44
A new look at the statistics of tailings dam failures44
Investigating the softening of weak interlayers during landslides using nanoindentation experiments and simulations44
Probabilistic characterization of subsurface stratigraphic configuration with modified random field approach43
A new method for determining the hydraulic aperture of rough rock fractures using the support vector regression43
Interactions of landslide deposit with terrace sediments: Perspectives from velocity of deposit movement and apparent friction angle43
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 area43
Influences of hydrate layered distribution patterns on triaxial shearing characteristics of hydrate-bearing sediments43
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
Estimation of wetting hydraulic conductivity function for unsaturated sandy soil43
Slope stability analysis using elastic finite element stress fields43
Experimental study of the failure mode and mechanism of loess fill slopes induced by rainfall43
Recurrent neural networks for complicated seismic dynamic response prediction of a slope system42
Evolution of permeability and microscopic pore structure of sandstone and its weakening mechanism under coupled thermo-hydro-mechanical environment subjected to real-time high temperature42
Influence of dry-wet cycles on the strength behavior of basalt-fiber reinforced loess42
Landslide susceptibility index based on the integration of logistic regression and weights of evidence: A case study in Popayan, Colombia41
Transversely isotropic creep behavior of phyllite and its influence on the long-term safety of the secondary lining of tunnels41
Use of Sulfur-Free Lignin as a novel soil additive: A multi-scale experimental investigation40
Study on the progressive fracturing in soil and rock mixture under uniaxial compression conditions by CT scanning40
Catastrophic mass flows resulting from tailings impoundment failures40
Grouting for water and mud inrush control in weathered granite tunnel: A case study40
Application of microbial induced carbonate precipitation for loess surface erosion control40
Prediction of rainfall-induced landslide movements in the presence of stabilizing piles39
Multiple-phase enzyme-induced carbonate precipitation (EICP) method for soil improvement39
Long-term behaviour and degradation of calcareous sand under cyclic loading39
Development and verification of three-dimensional equivalent discrete fracture network modelling based on the finite element method39
Towards semi-automatic discontinuity characterization in rock tunnel faces using 3D point clouds39
Modelling the spatio-temporal evolution of a rainfall-induced retrogressive landslide in an unsaturated slope39
Deformation mechanisms and evolution of a pile-reinforced landslide under long-term reservoir operation39
Predicting rock failure with the critical slowing down theory38
Liquefaction case studies of gravelly soils during the 2008 Wenchuan earthquake38
Fast non-parametric simulation of 2D multi-layer cone penetration test (CPT) data without pre-stratification using Markov Chain Monte Carlo simulation38
Effects of freeze-thaw cycles on the moisture sensitivity of a compacted clay37
The influence of frequency and duration of seismic ground motion on the size of triggered landslides—A regional view37
Analysis and modeling of the combined effects of hydrological factors on a reservoir bank slope in the Three Gorges Reservoir area, China37
Landslide displacement prediction using kinematics-based random forests method: A case study in Jinping Reservoir Area, China37
The structure degradation of a silty loess induced by long-term water seepage37
Landslide size matters: A new data-driven, spatial prototype37
Engineering geology of residual soil derived from mudstone in Zimbabwe37
Experimental study on the effect of water on mechanical properties of swelling mudstone37
Experimental study on mechanical and damage characteristics of coal under true triaxial cyclic disturbance36
Mechanical characteristics and permeability evolution of salt rock under thermal-hydro-mechanical (THM) coupling condition36
Field model experiments and numerical analysis of rainfall-induced shallow loess landslides36
Seismic amplification maps of Italy based on site-specific microzonation dataset and one-dimensional numerical approach36
Seismic cumulative failure effects on a reservoir bank slope with a complex geological structure considering plastic deformation characteristics using shaking table tests36
About calcium carbonate precipitation on sand biocementation36
The influences of heating and uniaxial loading on granite subjected to liquid nitrogen cooling36
Effect of basin morphometric parameters on physically-based rainfall thresholds for shallow landslides36
Effects of groundwater exploitation and recharge on land subsidence and infrastructure settlement patterns in Shanghai36
Three-dimensional geological modeling and spatial analysis from geotechnical borehole data using an implicit surface and marching tetrahedra algorithm36
Excavation compensation method and key technology for surrounding rock control36
A multi-feature fusion transfer learning method for displacement prediction of rainfall reservoir-induced landslide with step-like deformation characteristics35
Effects of compaction state on desiccation cracking behaviour of a clayey soil subjected to wetting-drying cycles35
Characteristic comparison of seepage-driven and buoyancy-driven landslides in Three Gorges Reservoir area, China35
Dynamics and emplacement mechanisms of the successive Baige landslides on the Upper Reaches of the Jinsha River, China35
Experimental and numerical investigation on crack mechanism of folded flawed rock-like material under uniaxial compression35
Influence of spatial variability of soil strength parameters on probabilistic seismic slope displacement hazard analysis35
Landslide early warning, case studies from Southwest China35
An experimental investigation on stress-induced cracking mechanisms of a volcanic rock35
Influence of textural properties on the failure mode and process of landslide dams35
Fracture evolution and failure characteristics of sandstone under freeze-thaw cycling by computed tomography35
A novel seepage device and ring-shear test on slip zone soils of landslide in the Three Gorges Reservoir area34
A failure probability evaluation method for collapse of drill-and-blast tunnels based on multistate fuzzy Bayesian network34
Improved coupled Markov chain method for simulating geological uncertainty34
Investigating temperature and moisture profiles of seasonally frozen soil under different land covers using actively heated fiber Bragg grating sensors34
Machine learning prediction of landslide deformation behaviour using acoustic emission and rainfall measurements34
Searching for multistage sliding surfaces based on the discontinuous dynamic strength reduction method34
Swelling deformation of Na-bentonite in solutions containing different cations33
Site effects and damage scenarios: The case study of two historic centers following the 2016 Central Italy earthquake33
Reactivation characteristics and hydrological inducing factors of a massive ancient landslide in the three Gorges Reservoir, China33
Impact dynamics of debris flow against rigid obstacle in laboratory experiments33
Use of UAV-based photogrammetry products for semi-automatic detection and classification of asphalt road damage in landslide-affected areas33
Acoustic emission response and evolution of precracked coal in the meta-instability stage under graded loading33
Bio-mediated method for improving surface erosion resistance of clayey soils33
Machine learning-based intelligent modeling of hydraulic conductivity of sandy soils considering a wide range of grain sizes33
Thixotropy of soft clay: A review32
The role of pH in red-stratum mudstone disintegration in the Three Gorges reservoir area, China, and the associated micromechanisms32
Simulating retrogressive slope failure using two different smoothed particle finite element methods: A comparative study32
Analysis of an excavation-induced landslide in stiff clay using the material point method32
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
Evaluation of damage probability of railway embankments in permafrost regions in Qinghai–Tibet Plateau31
Characterization of roughness and shear behavior of thermally treated granite fractures31
Freeze-thaw impact on macropore structure of clay by 3D X-ray computed tomography31
Stability analysis and design charts for over-dip rock slope against bi-planar sliding31
Research on the effect of pore characteristics on the compressive properties of sandstone after freezing and thawing31
Hydro-mechanical behavior of fiber reinforced dredged sludge31
Experimental study on the failure process of sandstone subjected to cyclic loading and unloading after high temperature treatment31
Experimental investigations of soil shrinkage characteristics and their effects on the soil water characteristic curve31
Effect of slit size on the impact load against debris-flow mitigation dams31
Failure analysis of water-bearing rock under direct tension using acoustic emission31
Chrono-validation of near-real-time landslide susceptibility models via plug-in statistical simulations31
Morphological features of shear-formed fractures developed in a rock bridge30
Water retention of a bentonite for deep geological radioactive waste repositories: High-temperature experiments and thermodynamic modeling30
Estimating the geological strength index and disturbance factor in the Hoek–Brown criterion using the acoustic wave velocity in the rock mass30
A complex rockslide developed from a deep-seated toppling failure in the upper Lancang River, Southwest China30
Rockfall susceptibility and network-ranked susceptibility along the Italian railway30
Influence of digital elevation models on the simulation of rainfall-induced landslides in the hillslopes of Guwahati, India30
Large-scale field model tests of landslide dam breaching30
Development of water sensitivity index of loess from its mechanical properties30
Membrane behavior and diffusion properties of sand/SHMP-amended bentonite vertical cutoff wall backfill exposed to lead contamination30
A modified inverse-velocity method for predicting the failure time of landslides30
Stress sensitivity of porosity and permeability of Cobourg limestone30
Laboratory investigation on gas permeability of compacted GMZ bentonite under a coupled hydraulic-mechanical effect30
Effects of thermal cycles on microstructural and functional properties of nano treated clayey soil30
Determination of the permeability of seepage flow paths in dams from self-potential measurements29
Microstructure investigation of soft clay subjected to triaxial loading29
Effect of different test methods on the disintegration behaviour of soft rock and the evolution model of disintegration breakage under cyclic wetting and drying29
Investigation on the fracture and mechanical behaviors of simulated transversely isotropic rock made of two interbedded materials29
Effect of structural planes on rockburst distribution: Case study of a deep tunnel in Southwest China29
Comparing characteristics of rainfall- and earthquake-triggered landslides in the Upper Minjiang catchment, China29
Automatic classification and mapping of the seabed using airborne LiDAR bathymetry29
Estimation of the wetting scanning curves for sandy soils29
Excavation damaged zone division and time-dependency deformation prediction: A case study of excavated rock mass at Xiaowan Hydropower Station29
An experimental study of the mechanism of coal and gas outbursts in the tectonic regions28
Creep mechanical and microstructural insights into the failure mechanism of loess landslides induced by dry-wet cycles in the Heifangtai platform, China28
Quantitative analysis of rockburst in the surrounding rock masses around deep tunnels28
Dynamic rockfall risk analysis28
Hazard assessment of a catastrophic mine waste debris flow of Hou Gully, Shimian, China28
Automated structural discontinuity mapping in a rock face occluded by vegetation using mobile laser scanning28
Quantitative assessment of physical fragility of buildings to the debris flow on 20 August 2019 in the Cutou gully, Wenchuan, southwestern China28
A quick and low-cost smartphone photogrammetry method for obtaining 3D particle size and shape28
Landslides triggered by the 2018 Mw 7.5 Palu supershear earthquake in Indonesia28
Microcracking behavior transition in thermally treated granite under mode I loading28
An early warning system integrating time-of-failure analysis and alert procedure for slope failures28
Influence of water on rockburst proneness of sandstone: Insights from relative and absolute energy storage27
Analyzing the multi-hazard chain induced by a debris flow in Xiaojinchuan River, Sichuan, China27
Why the Xintan landslide was not triggered by the heaviest historical rainfall: Mechanism and review27
Three-dimensional stress rotation and control mechanism of deep tunneling incorporating generalized Zhang–Zhu strength-based forward analysis27
Disintegration of granite residual soils with varying degrees of weathering27
Shear behaviors of granite fractures immersed in chemical solutions27
Effects of chemical conditions on the engineering properties and microscopic characteristics of Tianjin dredged fill27
Characterizing and monitoring a high-risk sinkhole in an urban area underlain by salt through non-invasive methods: Detailed mapping, high-precision leveling and GPR26
Upscaling of fractured rock mass properties – An example comparing Discrete Fracture Network (DFN) modeling and empirical relations based on engineering rock mass classifications26
Modeling thermal conductivity of clays: A review and evaluation of 28 predictive models26
Saturated hydraulic conductivity of problematic soils measured by a newly developed low-compliance triaxial permeameter26
Random finite element analysis on uplift bearing capacity and failure mechanisms of square plate anchors in spatially variable clay26
Overview of local site effects and seismic microzonation mapping in Metropolitan Vancouver, British Columbia, Canada26
Variation of swelling pressure, consolidation characteristics and hydraulic conductivity of two Indian bentonites due to electrolyte concentration26
Experimental study on breaching mechanisms of landslide dams composed of different materials under surge waves26
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 China26
An investigation of the combined effect of rainfall and road cut on landsliding26
Modelling the interference of underground structures with groundwater flow and remedial solutions in Milan25
Microstructure and soil-water retention behavior of compacted and intact silt loess25
Effects of water content on shear properties of bentonite–polymer composite structure25
Application of a novel constitutive model to evaluate the shear deformation of discontinuity25
Experimental study on the dynamic characteristics of low-angle loess slope under the influence of long- and short-term effects of rainfall before earthquake25
Hazard assessment of groundwater inrush in crushed rock mass: An experimental investigation of mass-loss-induced change of fluid flow behavior25
Shear behavior and microstructural variation in loess from the Yan'an area, China25
A new method of seismic site classification using HVSR curves: A case study of the 12 November 2017 Mw 7.3 Ezgeleh earthquake in Iran25
Types and occurrence time of rockbursts in tunnel affected by geological conditions and drilling & blasting procedures25
Advances in modelling of hydro-mechanical processes in gas migration within saturated bentonite: A state-of-art review25
Analysis of capillary water imbibition in sandstone via a combination of nuclear magnetic resonance imaging and numerical DEM modeling25
Physics of building vulnerability to debris flows, floods and earth flows25
Instrumented flume tests on the failure and fluidization of tailings dams induced by rainfall infiltration25
Predicting the sliding behavior of rotational landslides based on the tilting measurement of the slope surface25
A novel numerical approach for rock slide blocking river based on the CEFDEM model: A case study from the Samaoding paleolandslide blocking river event25
Experimental assessment on the fatigue mechanical properties and fracturing mechanism of sandstone exposed to freeze-thaw treatment and cyclic uniaxial compression25
Temperature-dependent peak shear-strength criterion for granite fractures25
Landslide monitoring using seismic refraction tomography – The importance of incorporating topographic variations25
Model tests of the evolutionary process and failure mechanism of a pile-reinforced landslide under two different reservoir conditions24
Shallow mixing and column performances of lime, fly ash and gypsum on the stabilization of swelling soils24
Strain-softening failure mode after the post-peak as a unique mechanism of ruptures in a frozen soil-rock mixture24
From probabilistic back analyses to probabilistic run-out predictions of landslides: A case study of Heifangtai terrace, Gansu Province, China24
Dynamic response of a physical anti-dip rock slope model revealed by shaking table tests24
A new combined analytical-numerical method for evaluating the inflow rate into a tunnel excavated in a fractured rock mass24
Regional efficacy of a global geospatial liquefaction model24
Large-scale spatial characterization and liquefaction resistance of sand by hybrid bacteria induced biocementation24
Evolution of contact area and aperture during the shearing process of natural rock fractures24
Influence of soil aging on SPT-Vs correlation and seismic site classification23
Experimental study on mechanical properties, permeability and energy characteristics of limestone from through-coal seam (TCS) tunnel23
3D hydrogeological reconstruction of the fault-controlled Euganean Geothermal System (NE Italy)23
Probabilistic rainfall thresholds for debris flows occurred after the Wenchuan earthquake using a Bayesian technique23
Tensile behavior of bio-cemented, fiber-reinforced calcareous sand from coastal zone23
Establishing region-specific N – V relationships through hierarchical Bayesian modeling23
Identification and quantitative analysis of sinkhole contributing factors in Florida's Karst23
Insights and perspectives into the limit equilibrium method from 2D and 3D analyses23
Reliability analysis of slopes using the improved stochastic response surface methods with multicollinearity23
A novel parameter inversion method for an improved DEM simulation of a river damming process by a large-scale landslide23
Compression and consolidation behaviors of lime-treated dredging slurry under vacuum pressure23
A review of the methods to incorporate the geological and geotechnical characteristics of rock masses in blastability assessments for selective blast design23
Influence of volumetric block proportion on mechanical properties of virtual soil-rock mixtures23
An investigation of the breakage behaviour of a pre-crushed carbonate sand under shear using X-ray micro-tomography23
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