Engineering Geology

Papers
(The TQCC of Engineering Geology is 15. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-02-01 to 2025-02-01.)
ArticleCitations
Dynamic analysis of multi-block rockfalls using improved 3-D discontinuous deformation analysis: Effect of coefficient of restitution225
Temperature anomaly as an indicator of groundwater flow prior to the shaft sinking with the use of artificial ground freezing128
Influence of soil density on the solid-to-fluid phase transition in flowslide flume experiments125
Experimental study on the fragment characteristics of marble spheres under repeated impacts120
Joint interpretation of geophysical data: Applying machine learning to the modeling of an evaporitic sequence in Villar de Cañas (Spain)118
A new approach to the correlation of SPT-CPT depending on the soil behavior type index112
Effect of root orientation on the strength characteristics of loess in drained and undrained triaxial tests111
Effects of pore-water salinity on soil identification using in situ cone penetration tests106
Effects of bed pumice content on lahar erosion: An example from Changbaishan volcano, China92
Two-phase strategy for rapid and unbiased assessment of earthquake-induced landslides89
Dynamic analysis of field-scale rockslides based on three-dimensional discontinuous smoothed particle hydrodynamics: A case study of Tangjiashan rockslide85
Plume effects on Martian surface: Revealing evolution characteristics of plume-surface interaction at Tianwen-1 landing site83
Stiffness degradation of coarse and fine sand mixtures due to cyclic loading82
Seismic fragility analysis of buried pipelines under Kahramanmaraş ground motions81
Assessing the strength of deep-sea surface ultrasoft sediments with T-bar penetration: A machine learning approach79
Multi-period formation and possible high-position hazards of Chada gully deposits on the eastern margin of Tibetan Plateau78
Robustness evaluation of the probability-based HTCA model for simulating debris-flow run-out extent: Case study of the 2010 Hongchun event, China77
Ground-based visible–near infrared hyperspectral imaging for monitoring cliff weathering of a volcanic island in Dokdo, South Korea72
Editorial Board71
Simple modelling of fast hydration processes in bentonite pellet fills70
Differentiating between artificial and natural sources of electromagnetic radiation at a seismogenic fault70
Study of the groundwater regime in unsaturated slopes prone to landslides by multidisciplinary investigations: Experimental study and numerical modelling67
Comment on “Petrographic features influencing basic geotechnical parameters of carbonate soft rocks from Apulia (southern Italy)” [Eng. Geol. 233: 76–97]66
Editorial Board64
Editorial Board63
Comprehensive identification of statistical homogeneity of fractured rock masses for a candidate HLW repository site, China61
Pore size distribution evolution in pellets based bentonite hydration: Comparison between experimental and numerical results60
A method to construct statistical prior models of geology for probabilistic inversion of geophysical data59
Tsunami Squares modeling of landslide tsunami generation considering the ‘Push Ahead’ effects in slide/water interactions: Theory, experimental validation, and sensitivity analyses58
Editorial Board58
Characteristics of loess wind sorting and its structural mechanical significance57
Editorial Board57
Experimental evidence on the cracking and sealing mechanisms of compacted bentonite by using microfocus X-ray computed tomography56
Rock-avalanche deposit causes extreme high indoor radon concentrations in Kinsarvik, Ullensvang municipality, Western Norway56
Insight into the crack characteristics and mechanisms of retrogressive slope failures: A large-scale model test56
Influence of the smectites in the microstructure and the mechanical properties of an altered basalt55
Editorial Board55
Editorial Board54
Editorial Board53
A high resolution detection approach combining probe drilling and horizontal cross-hole resistivity tomography to interpret water conducting channels ahead of the tunnel: A case study in Yunnan, China53
Editorial Board53
On compression behavior and particle breakage of carbonate silty sands52
Unique relation between pore water pressure generated at the first loading cycle and liquefaction resistance52
Integrated structural, geophysical and remote sensing data for characterizing extensional linked fault systems and related land deformation hazards at Cairo-Suez District, Egypt51
Hydraulic conductivity and X-ray diffraction tests of unsaturated bentonites with a multi-ring and their predictions by pores distributions51
Interrelationship among weathering degree, pore distribution and water retention in an unsaturated gneissic residual soil51
An integrated approach for the reconstruction of rockfall scenarios from UAV and satellite-based data in the Sorrento Peninsula (southern Italy)51
DPT-based seismic liquefaction triggering assessment in gravelly soils based on expanded case history dataset50
Substratum virtualization in three-dimensional landslide modeling with the material point method49
Multiple-peak HVSR curves: Management and statistical assessment49
X-ray CT-based interpretation of microbial-induced carbonate precipitation and local hydraulic behaviors49
Compressibility and small strain stiffness characteristics of silt-hematite mixtures48
Evaluation of instability of quasi-saturated sand with entrapped gas due to decreasing total confining stress48
Permeability characteristics, structural failure characteristics, and triggering process of loess landslides in two typical strata structures47
Assessing water-induced changes in tensile behaviour of porous limestones by means of uniaxial direct pull test and indirect methods47
A comparison of shear modulus of unsaturated sand in triaxial and simple shear tests under different strains and suctions47
Evaluation of seismic bearing capacity on layered geological strata by the upper-bound numerical method47
Fatigue mechanical properties and Kaiser effect characteristics of the saturated weakly cemented sandstone under different loading rate conditions46
Impact of diatoms on the load-deformation response of marine sediments during drained shear: Small-to-large strain stiffness46
Experimental study on the influence of rock pore structure on pressure stimulated voltage variations based on nuclear magnetic resonance46
Preface46
Fiber optic sensing-based field investigation of thermo-hydraulic behaviors of loess for characterizing land–atmosphere interactions45
Stability analysis of unsaturated slopes under elevated temperatures45
The critical mechanics of the initiation of loess flow failure and implications for landslides45
Quasi-distributed fiber-optic in-situ monitoring technology for large-scale measurement of soil water content and its application45
Brittle fracturing in low-porosity rock and implications to fault nucleation45
Basic friction angle of granite fracture after heating and rapid cooling treatments44
Physico-mechanical properties of thick paleosol in Q1 strata of the Chinese Loess Plateau and their variations during tunnel excavation44
Microstructure evolution of soft clay under consolidation loading44
Late Quaternary slip rate of the northern Lancangjiang fault zone in eastern Tibet: Seismic hazards for the Sichuan-Tibet Railway and regional tectonic implications44
Machine learning techniques for relating liquid limit obtained by Casagrande cup and fall cone test in low-medium plasticity fine grained soils [Eng. Geol. (2021) 294, 106381]43
Swelling–shrinkage mechanisms of diatomaceous soil and its geohazard implication43
Marine geohazards: Past, present, and future43
Preliminary analyses of an innovative soil improving system by sand/gravel injections–Geotechnical and geophysical characterization of a first test site43
Editorial Board42
Effects of material migration on the spatial distribution of topsoil moisture at the slope scale42
Microstructure observations in compacted clays subjected to thermal loading42
A new double-porosity macroscopic model of bentonite free swelling42
Analysis of pile end bearing capacity in Holocene interlayered silty deposits based on CPT soil behavior type index41
Desiccation-induced curling of mud layers: Field observations and experimental insights41
Influence of the curing stress effect on the stiffness degradation curve of a silt stabilized with lime and cement41
Ageing/thixotropy effects on strength and compressibility in Leda clay and polymer-amended clayey tailings41
The fabric evaluation of two Indian bentonites subjected to different suctions and consolidation pressures40
Preface for “Geohazards and mitigation along the Sichuan-Tibet Railway”40
A unique failure model for a landslide induced by the Wenchuan earthquake in the Liujiawan area, Qingchuan County, China40
Shear behavior of loess: The role of drainage condition40
Hypermobility of a Catastrophic Earthquake-Induced Loess Landslide38
Pseudo-dynamic stability analysis of 3D rock slopes considering tensile strength-modified Hoek–Brown failure criterion: Seismic UBLA implementations38
Toppling stability of partially buried blocks in granite residual soil slope under extremely heavy rainfall condition38
Probabilistic fault displacement Hazard analysis in an extensional setting: Application to a strategic Dam and methodological implications38
Failure and reinforcement of reservoir landslides: Insights from centrifuge modeling and numerical modeling38
Environmental effects and ESI-07 intensity of the Mw 7.7, September 19th, 2022, Michoacán, Mexico, earthquake38
Corrigendum to “Shaking table study on the seismic dynamic behavior of high-speed railway subgrade with pile network composite-reinforced soil” [Engineering Geology 342 (2024) 107769]38
Prediction of landslide failure time based on moving average convergence and divergence coupling with Bayesian updating method38
Hydro-mechanical simulations aid demand-oriented design of slit dams for controlling debris flows, debris avalanches and rock avalanches38
Anisotropic hydro-mechanical behavior of full-scale compacted bentonite-sand blocks37
Cracking and sealing behavior of the compacted bentonite upon technological voids filling37
Reliability analysis of an existing slope at a specific site considering rainfall triggering mechanism and its past performance records37
Searching for multistage sliding surfaces based on the discontinuous dynamic strength reduction method37
Enhanced rock mass rating prediction from tunnel face imagery: A decision-supportive ensemble deep learning approach36
The mechanics of frost heave with stratigraphic microstructure evolution36
A semi-automatic approach for joint orientation recognition using 3D trace network analysis36
Effect of intermediate principal stress on the failure characteristics of an underground powerhouse36
Analysis of capillary water imbibition in sandstone via a combination of nuclear magnetic resonance imaging and numerical DEM modeling36
Application of SfM-MVS for mining geology: Capture set-up and automated processing using the Dugald River Zn-Pb-Ag mine as a case study36
Effects of near-fault stress evolution and surface asperities on rough fault slip: An evaluation based on photoelastic shear tests and additively printed models35
Influence of 3D subsurface flow on slope stability for unsaturated soils35
Collapsible deformation evaluation of loess under tunnels tested by in situ sand well immersion experiments35
Temporal evolution of fracture transport properties of fractured shales during long-term stress compaction35
Application of petrophysical relationships to electrical resistivity models for assessing the stability of a landslide in British Columbia, Canada34
Dam-break dynamics at Huohua Lake following the 2017 Mw 6.5 Jiuzhaigou earthquake in Sichuan, China34
Weak current induced by coal deformation and fracture and its response to mine seismicity in a deep underground coal mine34
Coupled effects of temperature and relative humidity on desiccation curling of a clayey soil34
Stress-dependent water retention behaviour of two intact aeolian soils with multi-modal pore size distributions34
Multi-scale flume investigation of the influence of cylindrical baffles on the mobility of landslide debris34
Unloading depth of rock masses and its relations with river downcutting in deep valleys in Southwest China34
Shear-wave velocity model of reference site conditions in South Carolina for site response analysis and probabilistic seismic hazard mapping34
Tsunami Squares modeling of the 2007 Dayantang landslide generated waves considering the effects in slide/water interactions33
Role of free iron oxides in the physicochemical and mechanical properties of natural clay33
Geotechnical characterisation of coal spoil piles using high-resolution optical and multispectral data: A machine learning approach33
Quantifying the transition of impact mechanisms of geophysical flows against flexible barrier33
Long-term thermal stability and settlement of heat pipe-protected highway embankment in warm permafrost regions33
Seismic behaviour of granular slope under railway embankment in large-scale shaking table test33
Overtopping volume of impulse waves in glacier lakes: Experimental and numerical investigation using rigid dams33
Hyperspectral remote sensing for detecting geotechnical problems at Ray mine32
Shaking table testing of two single piles of different stiffnesses subjected to liquefaction-induced lateral spreading32
Influence of parent lithology on field appearances and engineering properties of indurated laterites under same geographical conditions32
Multi-scale deterioration mechanism of shear strength of gypsum-bearing mudstone induced by water-rock reactions32
Floodplain evolution and its influence on liquefaction clustering: The case study of March 2021 Thessaly, Greece, seismic sequence32
Triggers and consequences of landslide-induced impulse waves – 3D dynamic reconstruction of the Taan Fiord 2015 tsunami event32
Coupling stress and transmissivity to define equivalent directional hydraulic conductivity of fractured rocks31
Assessment, identifying, and presenting a plan for the stabilization of loessic soils exposed to scouring in the path of gas pipelines, case study: Maraveh-Tappeh city31
Surface wave monitoring using ambient noise for detecting temporal variations in underground structures in landslide area31
Quantitative investigation of temperature-dependent bound water degeneration in bentonite clays31
Effect of initial fabric from sample preparation on the mechanical behaviour of a carbonate sand from the South China Sea31
Caprock sealing integrity and key indicators of CO2 geological storage considering the effect of hydraulic-mechanical coupling: X field in the Bohai Bay Basin, China31
CFD-DEM-based evaluation of main-channel sediment transport processes subject to supplement from a steep tributary31
Probabilistic life-cycle landslide assessment subjected to nonstationary rainfall based on alternating stochastic renewal process30
Laboratory evidence for slip evolution of granite fractures due to chemical stimulation in geothermal reservoirs30
Characterization of engineering properties of deep-water soils in the South China Sea30
Drying of silty soil treated with superabsorbent hydrogels: Retention behaviour and cracking30
Insights into gas migration in saturated GMZ bentonite using the RCP technique30
Competitive methane bubble growth in aquatic muds29
DEM analysis on diffuse failure of soil slope triggered by earthquakes29
Resistivity and damage of coal under cyclic loading and unloading29
An investigation of the breakage behaviour of a pre-crushed carbonate sand under shear using X-ray micro-tomography29
Automatic classification and mapping of the seabed using airborne LiDAR bathymetry29
Viscoelastic-viscoplastic damage analysis of transversely isotropic soft soils29
Automatic soil crack recognition under uneven illumination condition with the application of artificial intelligence29
Use of UAV-based photogrammetry products for semi-automatic detection and classification of asphalt road damage in landslide-affected areas29
Effects of bedding planes on mechanical characteristics and crack evolution of rocks containing a single pre-existing flaw28
Effect of water saturation on dynamic behavior of sandstone after wetting-drying cycles28
Back-analysis of a rainfall-induced landslide case history using deterministic and random limit equilibrium methods28
Model experimental study on the failure mechanisms of a loess-bedrock fill slope induced by rainfall28
Analysis of reservoir slope deformation during initial impoundment at the Baihetan Hydropower Station, China28
Characterizing saturation state of loess using P-wave velocity28
Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles28
Assessing unsaturated permeability of loess under multiple rainfalls28
Wetting-drying cycle effect on the compressibility of lime-treated soil accounting for wetting fluid nature and aggregate size27
Influence of dry-wet cycles on the strength behavior of basalt-fiber reinforced loess27
Efficient Class C prediction of PVD-improved soft clay settlements27
A frost heave pressure model for fractured rocks subjected to repeated freeze-thaw deterioration27
Advance prediction of collapse for TBM tunneling using deep learning method27
Sequential probabilistic back analyses of spatially varying soil parameters and slope reliability prediction under rainfall27
Anisotropic hydration-induced cracking behavior of compacted bentonite27
Elastoplastic model of statistical mechanics of rock masses (SMRM): Theory and verification27
Investigating cracking behavior of saline clayey soil under cyclic freezing-thawing effects27
Desiccation cracking of soil subjected to different environmental relative humidity conditions27
A micro-meso coupled model for coral reef rocks based on CT Scanning27
Influence of desiccation during freeze-thaw cycles on volumetric shrinkage and tensile strength of compacted clayey soils27
Study of the damage and cracking of heterogeneous rocks based on the FFT method - A comparison of computer generation and image reconstruction models26
Novel approach to efficient slope reliability analysis in spatially variable soils26
Intelligent scanning for optimal rock discontinuity sets considering multiple parameters based on manifold learning combined with UAV photogrammetry26
Bi-linear strength envelope of coarse- and fine-grained unsaturated soils with bimodal water-retention curve25
Seismic monitoring of rockfalls using distributed acoustic sensing25
Influence of natural coating type on the frictional and abrasion behaviour of siliciclastic-coated sedimentary sand grains25
Evaluation of environmental engineering geology issues caused by rising groundwater levels in Xi'an, China25
Experimental analysis of desiccation cracks on a clayey silt from a large-scale test in natural conditions25
Experimental study on the mechanism of sand boils and associated settlements due to soil liquefaction in loose sand25
Geometric form changes of soil quartz minerals under Freeze-thaw weathering25
An integrated UAV photogrammetry-discrete element investigation of jointed Triassic sandstone near Sydney, Australia25
Physics-guided genetic programming for predicting field-monitored suction variation with effects of vegetation and atmosphere25
Site-scale liquefaction potential analysis using a sectional random field model25
Seismic amplification maps of Italy based on site-specific microzonation dataset and one-dimensional numerical approach25
Modeling the area of co-seismic landslides via data-driven models: The Kaikōura example25
Rockfall susceptibility and network-ranked susceptibility along the Italian railway24
Dissolution feature differences of carbonate rock within hydro-fluctuation belt located in the Three Gorges Reservoir Area24
Failure analysis of water-bearing rock under direct tension using acoustic emission24
Uncertainty of heterogeneous hydrogeological models in groundwater flow and land subsidence simulations – A case study in Huwei Town, Taiwan24
River blockage and impulse wave evolution of the Baige landslide in October 2018: Insights from coupled DEM-CFD analyses24
Utilization of bioethanol industry recycled waste for sustainable soil improvement: A win-win application24
Monitoring land subsidence induced by tectonic activity and groundwater extraction in the eastern Gediz River Basin (Türkiye) using Sentinel-1 observations24
Experimental study on the longitudinal evolution of the overtopping breaching of noncohesive landslide dams24
Correlations between pore water pressure development in sandy soil and CAV-based ground motion intensity measures24
Network analysis of pore structure of coral reef limestone and its implications for seepage flow24
Exploring the saturated permeability of remolded loess under inorganic salt solution seepage24
Graphical comparison of numerical analysis, slope mass rating, and kinematic analysis for the effects of weak plane orientations on rock slope stability24
A global inertial permeability for fluid flow in rock fractures: Criterion and significance24
Influence of source-to-site distance and diagenesis on liquefaction triggering of 200,000-year-old beach sand24
Chasing a complete understanding of the failure mechanisms and potential hazards of the slow moving Liangshuijing landslide24
The rock-forming minerals and macroscale mechanical properties of asteroid rocks24
Tensile behavior of bio-cemented, fiber-reinforced calcareous sand from coastal zone24
Residual state rate effects of shear-zone soil regulating slow-to-fast transition of catastrophic landslides23
Fluctuation characteristics of probability density function and first-passage dynamic reliability of slope systems under seismic excitations23
Assessment of seabed trench formation based on marine sediment properties and chain-bar penetration tests23
A geotechnical stratigraphy for the shallow subsurface in the Southern Central Graben, North Sea23
Searching for possible precursors of mining-induced ground collapse using long-term geodetic monitoring data23
Modeling of water retention behavior of densely compacted Gaomiaozi bentonite based on pore structure evolution23
Modeling of earthquake-induced landslide distributions based on the active fault parameters23
4D electrical resistivity tomography for assessing the influence of vegetation and subsurface moisture on railway cutting condition23
Assessment of landslide susceptibility mapping based on Bayesian hyperparameter optimization: A comparison between logistic regression and random forest23
Interpreting the influence of rainfall and reservoir water level on a large-scale expansive soil landslide in the Danjiangkou Reservoir region, China23
Characteristics of physical parameters and predictive modeling of mechanical properties in loess-like silty clay for engineering geology23
Faults caused by the fault: Microstructural and mineral characterization of deformation in Chungliao Tunnel, Taiwan, caused by Chishan Fault23
Experimental study on the permeability evolution of argillaceous sandstone under elevated temperatures23
A fully coupled thermo-hydro-mechanical-chemical model for cemented backfill application in geothermal conditions23
Hydro-mechanical behavior of a deep excavation with dewatering and recharge in soft deposits23
Deformation of landslide revealed by long-term surficial monitoring: A case study of slow movement of a dip slope in northern Taiwan23
How to classify sand types: A deep learning approach23
Insights and perspectives into the limit equilibrium method from 2D and 3D analyses23
Fracture connectivity and flow path tortuosity elucidated from advective transport to a pumping well in complex 3D networks23
Formation mechanism of a disaster chain in Loess Plateau: A case study of the Pucheng County disaster chain on August 10, 2023, in Shaanxi Province, China22
Damage evolution of the bedding rock landslide and debris landslide under earthquakes in the Three-rivers Basin22
Feedback thresholds between coastal retreat and landslide activity22
Machine learning-based intelligent modeling of hydraulic conductivity of sandy soils considering a wide range of grain sizes22
Evaluation of an innovative, open-source and quantitative approach for the kinematic analysis of rock slopes based on UAV based Digital Outcrop Model: A case study from a railway tunnel portal (Finale22
Damage assessment of Siverek Castle during the Kahramanmaraş Earthquakes (Mw 7.7 and Mw 7.6) on 06 February 2023: Remediation and strengthening proposals22
Experimental study on the stability of noncohesive landslide dams based on seepage effect22
Influences of temperature and moisture histories on the hydrostructural characteristics of a clay during desiccation22
Improving the spatial control of soil biocementation using indigenous microorganisms: Column experiments and reactive transport modeling22
Erratum to “A new electric streamer for the characterization of river embankments” [Engineering Geology 276 (2020) 105770]22
Rockburst prediction and prevention in a deep-buried tunnel excavated by drilling and blasting: A case study22
Corrigendum to “A method for ex-post benefit-cost assessment for engineering remediation of debris flow impacts” [Engineering Geology 286 (2021) 106084]22
Geomechanical property evolution of hydrate-bearing sediments under dynamic loads: Nonlinear behaviors of modulus and damping ratio22
Development of novel artificial intelligence functions based on 3D finite element method using February 6 Kahramanmaraş Seismic Records for earthquake effects prediction in various soils22
Liquefaction resistance and small strain stiffness of silty sand: Effects of host sand gradation and fines content21
Integrating real-time sensor data for improved hydrogeotechnical modelling in landslide early warning in Western Himalaya21
Evaluating three measurement methods of soil ground heat flux based on actively heated distributed temperature sensing technology21
Impact assessment of geohazards triggered by 6 February 2023 Kahramanmaras Earthquakes (Mw 7.7 and Mw 7.6) on the natural gas pipelines21
Investigation of erosion characteristics of debris flow based on historical cases21
A multi-method approach in the physical and mechanical assessment of lava rocks with distinct microstructure21
Electrical resistivity tomography and digital aerial photogrammetry in the research of the “Bachledzki Hill” active landslide – in Podhale (Poland)21
Experimental research on geological fissure monitoring based on distributed piezoelectric sensing technology21
Shaking table tests on the stability of dip and anti-dip rock slopes with structural planes induced by seismic motions21
Geological and geotechnical characterisation of soft Holocene marine sediments: A case study from the north Irish Sea21
A unified characterization of small-strain shear modulus of sands under triaxial compression stress states21
Applicability of electrical resistivity measurements for monitoring biocementation treatment in soils21
Effects of consolidation conditions on the dynamic shear modulus of saturated coral sand over a wide strain range21
Monotonic and post cyclic behavior of sands under different strain paths in direct simple shear tests21
Pore structure effects on the water retention behaviour of a compacted silty sand soil subjected to drying-wetting cycles21
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