Canadian Geotechnical Journal

Papers
(The median citation count of Canadian Geotechnical Journal is 2. 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 2020-11-01 to 2024-11-01.)
ArticleCitations
Strength and permeability of bentonite-assisted biocemented coarse sand107
Undrained triaxial tests on water-saturated methane hydrate–bearing clayey-silty sediments of the South China Sea91
Bayesian neural network-based uncertainty modelling: application to soil compressibility and undrained shear strength prediction60
Laboratory study on subgrade fluidization under undrained cyclic triaxial loading57
Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics56
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation55
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis44
Impact force of granular flows on walls normal to the bottom: slow versus fast impact dynamics37
On three-dimensional SPH modelling of large-scale landslides33
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy33
Experimental study of one-dimensional compression creep in crushed dry coral sand31
Material point method (MPM) hydro-mechanical modelling of flows impacting rigid walls30
Small-strain shear modulus of calcareous sand under anisotropic consolidation30
Monotonic and cyclic behaviour of root-reinforced sand29
Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads28
Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand27
Landslide hazard assessment by smoothed particle hydrodynamics with spatially variable soil properties and statistical rainfall distribution27
Effect of nearby piles and soil properties on thermal behaviour of a field-scale energy pile27
Assessment of reclamation-induced consolidation settlement considering stratigraphic uncertainty and spatial variability of soil properties26
Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study26
A coupled CFD–DEM investigation of internal erosion considering suspension flow26
Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials25
DEM modeling of one-dimensional compression of sands incorporating statistical particle fragmentation scheme25
A finite element approach for determining the full load–displacement relationship of axially loaded shallow screw anchors, incorporating installation effects25
Thermo-mechanical behavior of a full-scale energy pile equipped with a spiral pipe configuration24
Drained expansion responses of a cylindrical cavity under biaxial in situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model22
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method22
Numerical study on deformation characteristics of fibre-reinforced load-transfer platform and columns-supported embankments21
Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities21
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes21
Effect of density on skin friction response of piles embedded in sand by simple shear interface tests21
Geotechnical centrifuge modelling of retrogressive sensitive clay landslides20
Towards rational use of baffle arrays on sloped and horizontal terrain for filtering boulders20
Visualized direct shear test of the interface between gravelly sand and concrete pipe20
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier20
Study on horizontal bearing characteristics of pile foundations in coral sand20
Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess19
Field investigation of shallow soft-soil highway subgrade treated by mass carbonation technology19
Static liquefaction behaviour of gold mine tailings19
Use of a bounding surface model in predicting element tests and capacity in boundary value problems18
Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach18
Longevity of 12 geomembranes in chlorinated water18
Cyclic thermomechanical response of fine-grained soil−concrete interface for energy piles applications18
Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions18
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations18
Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test17
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology17
Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations17
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests17
Effect of technological voids on swelling behaviour of compacted bentonite–claystone mixture17
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations16
Post-erosion mechanical response of internally unstable soil of varying size and flow regime16
Interaction between cement clinker constituents and clay minerals and their influence on the strength of cement-based stabilized soft clay16
Effect of bentonite slurry on the function of foam for changing the permeability characteristics of sand under high hydraulic gradients16
Development and validation of a method to predict the soil thermal conductivity using thermal piezocone penetration testing (T-CPTU)16
Hierarchical Bayesian model for predicting small-strain stiffness of sand16
Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion16
Oxygen migration through a cover with capillary barrier effects colonized by roots16
Soil-water characteristic curves of bentonites in isochoric conditions during wetting: measurement and prediction16
Cyclic behavior of gravel–steel interface under varying rotational shear paths16
Crack-resistant cement–bentonite cut-off wall materials incorporating superabsorbent polymers15
Discrete element modelling of rock creep behaviour using rate process theory15
Application of neural networks for the reliability design of a tunnel in karst rock mass15
Increasing density and cement content in stabilization of expansive soils: Conflicting or complementary procedures for reducing swelling?15
Towards a simple and reliable method for calculating uplift capacity of plate anchors in sand15
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands15
Laboratory-scale pull-out tests on a geothermal energy pile in dry sand subjected to heating cycles15
Influence of bacterial suspension type on the strength of biocemented sand15
Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation15
The changing strength of carbonate silt: parallel penetrometer and foundation tests with cyclic loading and reconsolidation periods15
Degradation of crumb rubber modified railway ballast under impact loading considering aggregate gradation and rubber size14
Impact of scour on lateral resistance of wind turbine monopiles: an experimental study14
Effects of microorganism within organic matter on the mechanical behaviour of solidified municipal dredged mud14
Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study14
Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine clay under monotonic and cyclic loading14
Effects of plant morphology on root–soil hydraulic interactions ofSchefflera heptaphylla14
Reliability-based formulation of building vulnerability to debris flow impacts14
Shearing behaviour of vegetated soils with growing and decaying roots14
Pullout behaviour of inclined shallow plate anchors in sand14
Properties of mine tailings for static liquefaction assessment14
A cyclicp–yelastoplastic model applied to lateral loaded pile in soft clays13
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements13
Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand13
Exploring the mechanical response of low-carbon soil improvement mixtures13
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model13
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress13
Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties12
Optimization of grouting method and axial performance of pressure-grouted helical piles12
A novel short pile foundation system bonded to highly cemented layers for settlement control12
Experimental study of hydromechanical behaviour of a compacted lateritic sandy lean clay12
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile12
Compressibility and permeability of sand–silt tailings mixtures12
Thermodynamic-based cross-scale model for structural soil with emphasis on bond dissolution12
Downwards force–displacement response of buried pipelines during dip–slip faulting in sandy soil12
The 2016 landslide at Saint-Luc-de-Vincennes, Quebec: geotechnical and morphological analysis of a combined flowslide and spread12
Relationship between matric suction and leaf indices of Schefflera arboricola in biochar amended soil11
Estimation of the installation torque–capacity correlation of helical pile considering spatially variable clays11
Effects of high differential stress and mineral properties on deformation and failure mechanism of hard rocks11
Temperature effects on the hydraulic properties of unsaturated rooted soils11
A 3D visualization method for identifying fabric characteristics during suffusion using transparent soil11
Predicting geological interfaces using stacking ensemble learning with multi-scale features11
Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment11
Temperature effects on dredged slurry performance under vacuum preloading11
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading11
Performance of highway embankments in the Arctic constructed under winter conditions11
Soil-water retention curve model for fine-grained soils accounting for void ratio–dependent capillarity11
Dyadic wavelet analysis of bender element signals in determining shear wave velocity11
Thermomechanical response of kaolin clay–concrete interface in the context of energy geostructures11
Small strain stiffness for granite residual soil: effect of stress ratio11
Diffusion through sodium and polymer enhanced bentonites exposed to dilute and aggressive solutions11
The role of the phase shift of fine particles on debris flow behavior: an numerical simulation for a debris flow in Illgraben, Switzerland11
Generalized effective stress concept for saturated active clays11
Improved cone penetration test predictions of the state parameter of loose mine tailings11
Shield kinematics and its influence on ground settlement in ultra-soft soil: a case study in Suzhou11
Effect of autocorrelation function model on spatial prediction of geological interfaces10
DEM study of the alteration of the stress state in granular media around a bio-inspired probe10
Comparison of small-strain shear modulus and Young’s modulus of dry sand measured by resonant column and bender–extender element10
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil10
A hybrid SVR-BO model for predicting the soil thermal conductivity with uncertainty10
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand10
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update10
Updated skeleton void ratio for gravelly sand mixtures considering effect of grain-size distribution10
Dynamic, in situ, nonlinear-inelastic response and post-cyclic strength of a plastic silt deposit10
Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays10
Experimental and theoretical investigations on fin configuration effects of dynamically installed anchors in clay10
Bearing capacity mechanisms for pipes buried in sand10
A method to predict desiccation crack depth in a compacted clayey soil9
Effect of subgrade on tensile strains in a geomembrane for tailings storage applications9
Limit equilibrium solutions to anti-overturning bearing capacity of suction caissons in uniform and linearly increasing strength clays9
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading9
Runout analyses using 2014 Oso landslide9
Centrifuge modelling of static liquefaction in submarine slopes: scaling law dilemma9
Laboratory study of low-sulfide tailings covers with elevated water table to prevent acid mine drainage9
Numerical modeling of clogging of landfill leachate collection systems with co-disposal of municipal solid waste (MSW) and incinerator ash9
Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls9
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow9
Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading9
Centrifuge modelling of gas pipelines undergoing freeze–thaw cycles9
A MPM framework for large-deformation seismic response analysis9
Upper-bound analysis of laterally loaded rigid monopiles in clay with linearly increasing strength9
Simulating the effect of climate change on performance of a monolayer cover combined with an elevated water table placed on acid-generating mine tailings9
Field axial loading tests of screw micropiles in sand8
Investigation of soil setup effects on pile response in clay considering overconsolidation ratio and installation method through physical modeling8
Finite element modelling of helical pile installation and its influence on uplift capacity in strain softening clay8
Effects of the skew angle of new tunneling on an existing tunnel: three-dimensional centrifuge and numerical modeling8
Consolidation of hard rock tailings under positive and negative pore-water pressures: testing procedures and experimental results8
Prediction of coupled hydromechanical behavior of unsaturated soils based on seasonal variations in hydrologic conditions8
Load transfer mechanism of a load distributive compression anchor installed in weathered rock layer8
A coupled bio-chemo-hydro-mechanical model for bio-cementation in porous media8
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading8
A numerical characterization workflow for assessing the strength and failure modes of heterogeneous oil sands8
A decision approach on risk-control scheme recognition for karst excavation engineering8
Influence of specimen nonuniformity and end restraint conditions on drained triaxial compression test results in sand8
Protecting surface and buried structures from tunnelling using pile walls: a prediction model8
Data-centric quasi-site-specific prediction for compressibility of clays8
Experimental and numerical investigation of the effect of vertical loading on the lateral behaviour of monopiles in sand8
Fusion of geotechnical and geophysical data for 2D subsurface site characterization using multi-source Bayesian compressive sampling8
Life-cycle sustainability assessment of geotechnical site investigation8
Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake8
Compaction behaviour of lime-treated metakaolin8
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils8
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry8
Performance of a 56 m deep circular excavation supported by diaphragm and cut-off double-wall system in Shanghai soft ground8
A new method and apparatus for measuring in situ air permeability of unsaturated soil8
Marine soil behaviour classification using piezocone penetration test (CPTu) and borehole records8
A multi-component model for expansive soils with different mineral compositions8
New fiber Bragg grating (FBG)-based device for measuring small and large radial strains in triaxial apparatus8
Theoretical and experimental investigations of anchoring force loss behavior for prestressed ground anchors8
Bentonite swelling characteristics with a hypersaline multi-component pore fluid8
Mechanisms of shear strain accumulation in laboratory experiments on sands exhibiting cyclic mobility behavior7
Effects of plant-biochar interaction on the performance of a landfill cover system: field monitoring and numerical modelling7
Thermal behaviour and performance of two field experimental insulation covers to control sulfide oxidation at Meadowbank mine, Nunavut7
Probabilistic estimation of specific surface area and cation exchange capacity: a global multivariate distribution7
Estimating overconsolidation ratio (OCR) in structured and unstructured cohesive soil with field vane tests referencing soil index properties7
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content7
Bayesian estimation of soil-water characteristic curves7
Experimental investigation on the installation and loading performance of model-scale deep helical piles in very dense sand7
The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings7
A cautionary note for rock avalanche field investigation: recent sequential and overlapping landslides in British Columbia7
A unified critical state parameter model for sand and overconsolidated clay in the framework of subloading surface theory7
In situ desaturation tests by electrolysis for liquefaction mitigation7
Experimental investigation and numerical modeling of piezoelectric bender element motion and wave propagation analysis in soils7
Effect of biochar on permeability of compacted soil and its microscopic mechanism7
Flow liquefaction potential of loose sand: stress path envelope and energy-based evaluation7
A non-associative macroelement model for vertical plate anchors in clay7
Pile driveability in low- to medium-density chalk7
Generation and evaluation of synthetic cone penetration test (CPT) data using various spatial interpolation techniques7
Field study of group effects on the pullout capacity of “deep” helical piles in sand7
Three-dimensional cyclic behavior of saturated clays: comparison between undrained and partly drained conditions7
Canadian Geotechnical Colloquium: three-dimensional remote sensing, four-dimensional analysis and visualization in geotechnical engineering — state of the art and outlook7
Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical – fluid dynamics framework7
Multiscale structural characterizations of anisotropic natural granite residual soil7
Stiffness and strength anisotropy of overconsolidated Bootlegger Cove clays7
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads6
Re-liquefaction resistance of lightly cemented sands6
A critical saturated state-based constitutive model for volumetric behavior of compacted bentonite6
Investigation of small- to large-strain moduli correlations of normally consolidated granular soils6
Leakage through a hole in a geomembrane beneath a fine-grained tailings6
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum6
Deformation capacity of buried hybrid-segmented pipelines under longitudinal permanent ground deformation6
Instability of flood embankments due to pore-water pressure build-up at the toe: lesson learned from the Adige River case study6
The mechanisms underlying long-term shaft resistance enhancement of energy pile in clays6
Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains6
Normally loaded inclined strip anchors in cohesionless soil6
Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate6
Micro-mechanical perspective on the role of particle shape in shearing of sands6
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing6
Recovery of small-strain stiffness following blast-induced liquefaction based on shear wave velocity measurements6
Improved prediction of thin reservoirs in complex structural regions using post-stack seismic waveform inversion: a case study in the Junggar Basin6
Effects of basal clearance on the impact dynamics of dry granular flow against dual rigid barriers6
Physical and numerical modelling of drainage and consolidation of tailings near a vertical waste rock inclusion6
Deepwater soil investigation using a free fall penetrometer6
Anisotropic borehole response from pressuremeter testing in deep clay shale formations6
Undrained cylindrical and spherical cavity expansion in elastic–viscoplastic soils6
Vegetation growth promotion and overall strength improvement using biopolymers in vegetated soils6
Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models6
Design guidance for protection of geomembrane liners in landfill applications6
Effect of urease enrichment degree of multiple sources of urease on bio-cementation efficacy via enzyme-induced carbonate precipitation6
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure6
Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests6
Prediction of driven pile resistances in shales considering weathering and time effects6
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs6
District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions6
Model for predicting the variation of shear stress in unsaturated soils during strain-softening6
Measuring while drilling in Florida limestone for geotechnical site investigation6
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels6
Massive, continuous, and non-invasive surface measurement of degree of saturation by shortwave infrared images6
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests6
Study of dynamic debris impact load on flexible debris-resisting barriers and the dynamic pressure coefficient6
Shear modulus and hysteretic damping of sensitive eastern Canada clays6
Geotechnical rheological modeling of ballasted railway tracks considering the effect of principal stress rotation5
A cone penetration test (CPT) approach to cable plough performance prediction based upon centrifuge model testing5
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay5
Evaluation of candidate polymers to maximize geotechnical performance of oil sands tailings5
Agarose gel as a soil analogue for development of advanced bio-mediated soil improvement methods5
Theεv/εap′ method for the determination of instability of granular soils under constant shear drained stress path5
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics5
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT5
Effects of interactions between transient granular flows and macroscopically rough beds and their implications for bulk flow dynamics5
Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation5
Influence of initial water content on unsaturated shear strength of compacted GaoMiaoZi (GMZ) bentonite5
Development of a hybrid soil pressure sensor and its application to soil compaction5
Assessment of the permanent deformation at the earth core of a rockfill dam under heavy vehicle loading5
Model for predicting evolution of microstructural void ratio in compacted clayey soils5
A rare case of downward progressive failure in eastern Canada: the 1976 Saint-Fabien landslide5
Assessment of time effects on capacities of large-scale piles driven in dense sands5
Field investigation into the performance of pipe pile in soft clay under static and cyclic axial loads5
LRFD calibration for soil failure limit state using the Stiffness Method5
Considerations for measuring residual stresses in driven piles with vibrating wire strain gauges5
Assessment of moisture content in sandy beach environments from multispectral satellite imagery5
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