Canadian Geotechnical Journal

Article	Citations
Strength and permeability of bentonite-assisted biocemented coarse sand	107
Undrained triaxial tests on water-saturated methane hydrate–bearing clayey-silty sediments of the South China Sea	91
Bayesian neural network-based uncertainty modelling: application to soil compressibility and undrained shear strength prediction	60
Laboratory study on subgrade fluidization under undrained cyclic triaxial loading	57
Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics	56
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	55
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis	44
Impact force of granular flows on walls normal to the bottom: slow versus fast impact dynamics	37
On three-dimensional SPH modelling of large-scale landslides	33
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy	33
Experimental study of one-dimensional compression creep in crushed dry coral sand	31
Material point method (MPM) hydro-mechanical modelling of flows impacting rigid walls	30
Small-strain shear modulus of calcareous sand under anisotropic consolidation	30
Monotonic and cyclic behaviour of root-reinforced sand	29
Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads	28
Effect of nearby piles and soil properties on thermal behaviour of a field-scale energy pile	27
Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand	27
Landslide hazard assessment by smoothed particle hydrodynamics with spatially variable soil properties and statistical rainfall distribution	27
A coupled CFD–DEM investigation of internal erosion considering suspension flow	26
Assessment of reclamation-induced consolidation settlement considering stratigraphic uncertainty and spatial variability of soil properties	26
Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study	26
A finite element approach for determining the full load–displacement relationship of axially loaded shallow screw anchors, incorporating installation effects	25
Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials	25
DEM modeling of one-dimensional compression of sands incorporating statistical particle fragmentation scheme	25
Thermo-mechanical behavior of a full-scale energy pile equipped with a spiral pipe configuration	24

Drained expansion responses of a cylindrical cavity under biaxial in situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model	22
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	22
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes	21
Effect of density on skin friction response of piles embedded in sand by simple shear interface tests	21
Numerical study on deformation characteristics of fibre-reinforced load-transfer platform and columns-supported embankments	21
Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities	21
Towards rational use of baffle arrays on sloped and horizontal terrain for filtering boulders	20
Visualized direct shear test of the interface between gravelly sand and concrete pipe	20
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	20
Study on horizontal bearing characteristics of pile foundations in coral sand	20
Geotechnical centrifuge modelling of retrogressive sensitive clay landslides	20
Field investigation of shallow soft-soil highway subgrade treated by mass carbonation technology	19
Static liquefaction behaviour of gold mine tailings	19
Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess	19
Longevity of 12 geomembranes in chlorinated water	18
Cyclic thermomechanical response of fine-grained soil−concrete interface for energy piles applications	18
Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions	18
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations	18
Use of a bounding surface model in predicting element tests and capacity in boundary value problems	18
Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach	18
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	17
Effect of technological voids on swelling behaviour of compacted bentonite–claystone mixture	17
Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test	17
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	17
Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations	17
Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion	16
Oxygen migration through a cover with capillary barrier effects colonized by roots	16
Soil-water characteristic curves of bentonites in isochoric conditions during wetting: measurement and prediction	16
Cyclic behavior of gravel–steel interface under varying rotational shear paths	16
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations	16
Post-erosion mechanical response of internally unstable soil of varying size and flow regime	16
Interaction between cement clinker constituents and clay minerals and their influence on the strength of cement-based stabilized soft clay	16
Effect of bentonite slurry on the function of foam for changing the permeability characteristics of sand under high hydraulic gradients	16
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 sand	16
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 sand	15
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	15
Laboratory-scale pull-out tests on a geothermal energy pile in dry sand subjected to heating cycles	15
Influence of bacterial suspension type on the strength of biocemented sand	15
Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation	15
The changing strength of carbonate silt: parallel penetrometer and foundation tests with cyclic loading and reconsolidation periods	15
Crack-resistant cement–bentonite cut-off wall materials incorporating superabsorbent polymers	15
Discrete element modelling of rock creep behaviour using rate process theory	15
Application of neural networks for the reliability design of a tunnel in karst rock mass	15
Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine clay under monotonic and cyclic loading	14
Effects of plant morphology on root–soil hydraulic interactions ofSchefflera heptaphylla	14
Reliability-based formulation of building vulnerability to debris flow impacts	14
Shearing behaviour of vegetated soils with growing and decaying roots	14
Pullout behaviour of inclined shallow plate anchors in sand	14

Properties of mine tailings for static liquefaction assessment	14
Degradation of crumb rubber modified railway ballast under impact loading considering aggregate gradation and rubber size	14
Impact of scour on lateral resistance of wind turbine monopiles: an experimental study	14
Effects of microorganism within organic matter on the mechanical behaviour of solidified municipal dredged mud	14
Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study	14
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	13
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress	13
A cyclicp–yelastoplastic model applied to lateral loaded pile in soft clays	13
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	13
Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand	13
Exploring the mechanical response of low-carbon soil improvement mixtures	13
Downwards force–displacement response of buried pipelines during dip–slip faulting in sandy soil	12
Thermodynamic-based cross-scale model for structural soil with emphasis on bond dissolution	12
The 2016 landslide at Saint-Luc-de-Vincennes, Quebec: geotechnical and morphological analysis of a combined flowslide and spread	12
Optimization of grouting method and axial performance of pressure-grouted helical piles	12
A novel short pile foundation system bonded to highly cemented layers for settlement control	12
Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties	12
Experimental study of hydromechanical behaviour of a compacted lateritic sandy lean clay	12
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile	12
Compressibility and permeability of sand–silt tailings mixtures	12
Dyadic wavelet analysis of bender element signals in determining shear wave velocity	11
Thermomechanical response of kaolin clay–concrete interface in the context of energy geostructures	11
Small strain stiffness for granite residual soil: effect of stress ratio	11
Diffusion through sodium and polymer enhanced bentonites exposed to dilute and aggressive solutions	11
The role of the phase shift of fine particles on debris flow behavior: an numerical simulation for a debris flow in Illgraben, Switzerland	11
Generalized effective stress concept for saturated active clays	11
Improved cone penetration test predictions of the state parameter of loose mine tailings	11
Shield kinematics and its influence on ground settlement in ultra-soft soil: a case study in Suzhou	11
Relationship between matric suction and leaf indices of Schefflera arboricola in biochar amended soil	11
Estimation of the installation torque–capacity correlation of helical pile considering spatially variable clays	11
Effects of high differential stress and mineral properties on deformation and failure mechanism of hard rocks	11
Temperature effects on the hydraulic properties of unsaturated rooted soils	11
A 3D visualization method for identifying fabric characteristics during suffusion using transparent soil	11
Predicting geological interfaces using stacking ensemble learning with multi-scale features	11
Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment	11
Temperature effects on dredged slurry performance under vacuum preloading	11
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	11
Performance of highway embankments in the Arctic constructed under winter conditions	11
Soil-water retention curve model for fine-grained soils accounting for void ratio–dependent capillarity	11
Dynamic, in situ, nonlinear-inelastic response and post-cyclic strength of a plastic silt deposit	10
Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays	10
Experimental and theoretical investigations on fin configuration effects of dynamically installed anchors in clay	10
Bearing capacity mechanisms for pipes buried in sand	10
Effect of autocorrelation function model on spatial prediction of geological interfaces	10
DEM study of the alteration of the stress state in granular media around a bio-inspired probe	10
Comparison of small-strain shear modulus and Young’s modulus of dry sand measured by resonant column and bender–extender element	10
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil	10
A hybrid SVR-BO model for predicting the soil thermal conductivity with uncertainty	10
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	10
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	10
Updated skeleton void ratio for gravelly sand mixtures considering effect of grain-size distribution	10
Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading	9
Centrifuge modelling of gas pipelines undergoing freeze–thaw cycles	9
A MPM framework for large-deformation seismic response analysis	9
Upper-bound analysis of laterally loaded rigid monopiles in clay with linearly increasing strength	9
Simulating the effect of climate change on performance of a monolayer cover combined with an elevated water table placed on acid-generating mine tailings	9
A method to predict desiccation crack depth in a compacted clayey soil	9
Effect of subgrade on tensile strains in a geomembrane for tailings storage applications	9
Limit equilibrium solutions to anti-overturning bearing capacity of suction caissons in uniform and linearly increasing strength clays	9
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	9
Runout analyses using 2014 Oso landslide	9
Centrifuge modelling of static liquefaction in submarine slopes: scaling law dilemma	9
Laboratory study of low-sulfide tailings covers with elevated water table to prevent acid mine drainage	9
Numerical modeling of clogging of landfill leachate collection systems with co-disposal of municipal solid waste (MSW) and incinerator ash	9
Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls	9
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	9
Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake	8
Compaction behaviour of lime-treated metakaolin	8
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	8
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	8
Performance of a 56 m deep circular excavation supported by diaphragm and cut-off double-wall system in Shanghai soft ground	8
A new method and apparatus for measuring in situ air permeability of unsaturated soil	8
Marine soil behaviour classification using piezocone penetration test (CPTu) and borehole records	8
A multi-component model for expansive soils with different mineral compositions	8
New fiber Bragg grating (FBG)-based device for measuring small and large radial strains in triaxial apparatus	8
Theoretical and experimental investigations of anchoring force loss behavior for prestressed ground anchors	8
Bentonite swelling characteristics with a hypersaline multi-component pore fluid	8
Field axial loading tests of screw micropiles in sand	8
Investigation of soil setup effects on pile response in clay considering overconsolidation ratio and installation method through physical modeling	8
Finite element modelling of helical pile installation and its influence on uplift capacity in strain softening clay	8

Effects of the skew angle of new tunneling on an existing tunnel: three-dimensional centrifuge and numerical modeling	8
Consolidation of hard rock tailings under positive and negative pore-water pressures: testing procedures and experimental results	8
Prediction of coupled hydromechanical behavior of unsaturated soils based on seasonal variations in hydrologic conditions	8
Load transfer mechanism of a load distributive compression anchor installed in weathered rock layer	8
A coupled bio-chemo-hydro-mechanical model for bio-cementation in porous media	8
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	8
A numerical characterization workflow for assessing the strength and failure modes of heterogeneous oil sands	8
A decision approach on risk-control scheme recognition for karst excavation engineering	8
Influence of specimen nonuniformity and end restraint conditions on drained triaxial compression test results in sand	8
Protecting surface and buried structures from tunnelling using pile walls: a prediction model	8
Data-centric quasi-site-specific prediction for compressibility of clays	8
Experimental and numerical investigation of the effect of vertical loading on the lateral behaviour of monopiles in sand	8
Fusion of geotechnical and geophysical data for 2D subsurface site characterization using multi-source Bayesian compressive sampling	8
Life-cycle sustainability assessment of geotechnical site investigation	8
Pile driveability in low- to medium-density chalk	7
Effects of plant-biochar interaction on the performance of a landfill cover system: field monitoring and numerical modelling	7
Generation and evaluation of synthetic cone penetration test (CPT) data using various spatial interpolation techniques	7
Thermal behaviour and performance of two field experimental insulation covers to control sulfide oxidation at Meadowbank mine, Nunavut	7
Probabilistic estimation of specific surface area and cation exchange capacity: a global multivariate distribution	7
Estimating overconsolidation ratio (OCR) in structured and unstructured cohesive soil with field vane tests referencing soil index properties	7
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	7
Bayesian estimation of soil-water characteristic curves	7
Stiffness and strength anisotropy of overconsolidated Bootlegger Cove clays	7
A unified critical state parameter model for sand and overconsolidated clay in the framework of subloading surface theory	7
Mechanisms of shear strain accumulation in laboratory experiments on sands exhibiting cyclic mobility behavior	7
In situ desaturation tests by electrolysis for liquefaction mitigation	7
Experimental investigation and numerical modeling of piezoelectric bender element motion and wave propagation analysis in soils	7
Effect of biochar on permeability of compacted soil and its microscopic mechanism	7
Flow liquefaction potential of loose sand: stress path envelope and energy-based evaluation	7
A non-associative macroelement model for vertical plate anchors in clay	7
Experimental investigation on the installation and loading performance of model-scale deep helical piles in very dense sand	7
The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings	7
Field study of group effects on the pullout capacity of “deep” helical piles in sand	7
A cautionary note for rock avalanche field investigation: recent sequential and overlapping landslides in British Columbia	7
Three-dimensional cyclic behavior of saturated clays: comparison between undrained and partly drained conditions	7
Canadian Geotechnical Colloquium: three-dimensional remote sensing, four-dimensional analysis and visualization in geotechnical engineering — state of the art and outlook	7
Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical – fluid dynamics framework	7
Multiscale structural characterizations of anisotropic natural granite residual soil	7
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	6
Re-liquefaction resistance of lightly cemented sands	6
A critical saturated state-based constitutive model for volumetric behavior of compacted bentonite	6
Investigation of small- to large-strain moduli correlations of normally consolidated granular soils	6
Leakage through a hole in a geomembrane beneath a fine-grained tailings	6
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	6
Deformation capacity of buried hybrid-segmented pipelines under longitudinal permanent ground deformation	6
Instability of flood embankments due to pore-water pressure build-up at the toe: lesson learned from the Adige River case study	6
The mechanisms underlying long-term shaft resistance enhancement of energy pile in clays	6
Consolidation mechanism of high-water-content slurry during vacuum preloading with prefabricated vertical drains	6
Normally loaded inclined strip anchors in cohesionless soil	6
Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate	6
Micro-mechanical perspective on the role of particle shape in shearing of sands	6
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing	6
Recovery of small-strain stiffness following blast-induced liquefaction based on shear wave velocity measurements	6
Improved prediction of thin reservoirs in complex structural regions using post-stack seismic waveform inversion: a case study in the Junggar Basin	6
Effects of basal clearance on the impact dynamics of dry granular flow against dual rigid barriers	6
Physical and numerical modelling of drainage and consolidation of tailings near a vertical waste rock inclusion	6
Deepwater soil investigation using a free fall penetrometer	6
Anisotropic borehole response from pressuremeter testing in deep clay shale formations	6
Undrained cylindrical and spherical cavity expansion in elastic–viscoplastic soils	6
Vegetation growth promotion and overall strength improvement using biopolymers in vegetated soils	6
Yield stress evaluation of Finnish clays based on analytical piezocone penetration test (CPTu) models	6
Design guidance for protection of geomembrane liners in landfill applications	6
Effect of urease enrichment degree of multiple sources of urease on bio-cementation efficacy via enzyme-induced carbonate precipitation	6
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	6
Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests	6
Prediction of driven pile resistances in shales considering weathering and time effects	6
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs	6
District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions	6
Model for predicting the variation of shear stress in unsaturated soils during strain-softening	6
Measuring while drilling in Florida limestone for geotechnical site investigation	6
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels	6
Massive, continuous, and non-invasive surface measurement of degree of saturation by shortwave infrared images	6
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests	6
Study of dynamic debris impact load on flexible debris-resisting barriers and the dynamic pressure coefficient	6
Shear modulus and hysteretic damping of sensitive eastern Canada clays	6
Geotechnical rheological modeling of ballasted railway tracks considering the effect of principal stress rotation	5
A cone penetration test (CPT) approach to cable plough performance prediction based upon centrifuge model testing	5
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	5
Evaluation of candidate polymers to maximize geotechnical performance of oil sands tailings	5
Agarose gel as a soil analogue for development of advanced bio-mediated soil improvement methods	5
Theεv/εa–p′ method for the determination of instability of granular soils under constant shear drained stress path	5
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	5
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT	5
Effects of interactions between transient granular flows and macroscopically rough beds and their implications for bulk flow dynamics	5
Active stability of the shield tunneling face crossing an adjacent existing tunnel: transparent clay model test and DEM simulation	5
Influence of initial water content on unsaturated shear strength of compacted GaoMiaoZi (GMZ) bentonite	5
Development of a hybrid soil pressure sensor and its application to soil compaction	5
Assessment of the permanent deformation at the earth core of a rockfill dam under heavy vehicle loading	5
Model for predicting evolution of microstructural void ratio in compacted clayey soils	5
A rare case of downward progressive failure in eastern Canada: the 1976 Saint-Fabien landslide	5
Assessment of time effects on capacities of large-scale piles driven in dense sands	5
Field investigation into the performance of pipe pile in soft clay under static and cyclic axial loads	5
LRFD calibration for soil failure limit state using the Stiffness Method	5
Considerations for measuring residual stresses in driven piles with vibrating wire strain gauges	5
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	5