Canadian Geotechnical Journal

Article	Citations
Strength and Permeability of Bentonite-Assisted Biocemented Coarse Sand	98
Undrained triaxial tests on water-saturated methane hydrate–bearing clayey-silty sediments of the South China Sea	82
Detailed amount of particle breakage in nonuniformly graded sands under one-dimensional compression	60
Bayesian neural network-based uncertainty modelling: application to soil compressibility and undrained shear strength prediction	56
Laboratory study on subgrade fluidization under undrained cyclic triaxial loading	54
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	53
Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics	50
Cone penetration test (CPT)-based subsurface soil classification and zonation in two-dimensional vertical cross section using Bayesian compressive sampling	49
Discrete element model (DEM) simulations of cone penetration test (CPT) measurements and soil classification	46
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis	43
Impact force of granular flows on walls normal to the bottom: slow versus fast impact dynamics	36
Systematic approach to assessing the applicability of fly-ash-based geopolymer for clay stabilization	32
Experimental study of one-dimensional compression creep in crushed dry coral sand	30
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy	30
Small-strain shear modulus of calcareous sand under anisotropic consolidation	30
Quasi-site-specific prediction for deformation modulus of rock mass	30
Tensile strength of sands treated with microbially induced carbonate precipitation	30
On three-dimensional SPH modelling of large-scale landslides	29
Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand	29
Effect of infill materials on vibration isolation efficacy of geocell-reinforced soil beds	28
Exploring the effect of biopolymers in near-surface soils using xanthan gum–modified sand under shear	28
An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements	28
The critical state line of nonplastic tailings	28
Material point method (MPM) hydro-mechanical modelling of flows impacting rigid walls	27
Influence of grass roots on shear strength of pyroclastic soils	26

Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study	26
Monotonic and cyclic behaviour of root-reinforced sand	26
Landslide hazard assessment by smoothed particle hydrodynamics with spatially variable soil properties and statistical rainfall distribution	25
Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand	25
A coupled CFD–DEM investigation of internal erosion considering suspension flow	24
Effect of nearby piles and soil properties on thermal behaviour of a field-scale energy pile	24
Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads	23
DEM modeling of one-dimensional compression of sands incorporating statistical particle fragmentation scheme	23
A finite element approach for determining the full load–displacement relationship of axially loaded shallow screw anchors, incorporating installation effects	23
Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials	23
Thermo-mechanical behavior of a full-scale energy pile equipped with a spiral pipe configuration	22
Drained expansion responses of a cylindrical cavity under biaxial in situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model	22
Toward a generalized guideline to inform optimal site investigations for pile design	22
Effect of density on skin friction response of piles embedded in sand by simple shear interface tests	21
Runout simulation of seismic landslides using discontinuous deformation analysis (DDA) with state-dependent shear strength model	21
Centrifuge modelling of uplift response of suction caisson groups in soft clay	21
Assessment of reclamation-induced consolidation settlement considering stratigraphic uncertainty and spatial variability of soil properties	21
Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities	19
Numerical study on deformation characteristics of fibre-reinforced load-transfer platform and columns-supported embankments	19
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes	19
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	18
Longevity of 12 geomembranes in chlorinated water	18
Towards rational use of baffle arrays on sloped and horizontal terrain for filtering boulders	17
Use of a bounding surface model in predicting element tests and capacity in boundary value problems	17
Study on horizontal bearing characteristics of pile foundations in coral sand	17
Field investigation of shallow soft-soil highway subgrade treated by mass carbonation technology	17
Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess	17
Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test	17
Static liquefaction behaviour of gold mine tailings	17
Geotechnical centrifuge modelling of retrogressive sensitive clay landslides	17
Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion	16
On evolving size and shape of gas bubble in marine clay under multi-stage loadings: microcomputed tomography (μCT) characterization and cavity contraction analysis	16
Soil-water characteristic curves of bentonites in isochoric conditions during wetting: measurement and prediction	16
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	16
Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations	16
Resilient behavior of coarse granular materials in three-dimensional stress state	16
Cyclic thermomechanical response of fine-grained soil−concrete interface for energy piles applications	16
Visualized direct shear test of the interface between gravelly sand and concrete pipe	16
Exhumation and performance of an Antarctic composite barrier system after 4 years exposure	16
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
The changing strength of carbonate silt: parallel penetrometer and foundation tests with cyclic loading and reconsolidation periods	15
Modelling seasonal ratcheting and progressive failure in clay slopes: a validation	15
Effect of bentonite slurry on the function of foam for changing the permeability characteristics of sand under high hydraulic gradients	15
Post-erosion mechanical response of internally unstable soil of varying size and flow regime	15
Effect of a vacuum gradient on the consolidation of dredged slurry by vacuum preloading	15
Frost heave and thaw consolidation modelling. Part 2: One-dimensional thermohydromechanical (THM) framework	15
Influence of bacterial suspension type on the strength of biocemented sand	15
Oxygen migration through a cover with capillary barrier effects colonized by roots	15
Effect of technological voids on swelling behaviour of compacted bentonite–claystone mixture	15

Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach	15
Impact of initial structural heterogeneity on long-term swelling behavior of MX80 bentonite pellet/powder mixtures	15
Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study	14
Cyclic behavior of gravel–steel interface under varying rotational shear paths	14
Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions	14
Effects of microorganism within organic matter on the mechanical behaviour of solidified municipal dredged mud	14
Using discrete element method (DEM) to create a cone penetration test (CPT)-based method to estimate the installation requirements of rotary-installed piles in sand	14
A microstructure-based elastoplastic model to describe the behaviour of a compacted clayey silt in isotropic and triaxial compression	14
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations	14
Crack-resistant cement–bentonite cut-off wall materials incorporating superabsorbent polymers	14
Degradation of crumb rubber modified railway ballast under impact loading considering aggregate gradation and rubber size	14
Development and validation of a method to predict the soil thermal conductivity using thermal piezocone penetration testing (T-CPTU)	14
Frost heave and thaw consolidation modelling. Part 1: A water flux function for frost heaving	13
Pullout behaviour of inclined shallow plate anchors in sand	13
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	13
Interaction between cement clinker constituents and clay minerals and their influence on the strength of cement-based stabilized soft clay	13
Increasing density and cement content in stabilization of expansive soils: Conflicting or complementary procedures for reducing swelling?	13
Towards a simple and reliable method for calculating uplift capacity of plate anchors in sand	13
Discussion of “Probabilistic seismic slope stability analysis and design”	13
Laboratory-scale pull-out tests on a geothermal energy pile in dry sand subjected to heating cycles	13
Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine clay under monotonic and cyclic loading	13
Properties of mine tailings for static liquefaction assessment	13
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	13
Mapping soil nail loads using Federal Highway Administration (FHWA) simplified models and artificial neural network technique	13
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	12
Impact of scour on lateral resistance of wind turbine monopiles: an experimental study	12
Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties	12
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations	12
Experimental measurement of monotonic and cyclic lateral resistance of risers and pipelines in Gulf of Mexico clays	12
Compressibility and permeability of sand–silt tailings mixtures	12
Exploring the mechanical response of low-carbon soil improvement mixtures	12
Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation	12
Shearing behaviour of vegetated soils with growing and decaying roots	12
Nonlinear solutions for laterally loaded piles	12
Effects of plant morphology on root–soil hydraulic interactions of Schefflera heptaphylla	12
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	12
Dyadic wavelet analysis of bender element signals in determining shear wave velocity	11
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	11
Experimental study of hydromechanical behaviour of a compacted lateritic sandy lean clay	11
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress	11
Small strain stiffness for granite residual soil: effect of stress ratio	11
Temperature effects on dredged slurry performance under vacuum preloading	11
Thermodynamic-based cross-scale model for structural soil with emphasis on bond dissolution	11
An experimental investigation of the response of slender protective structures to rockfall impacts	11
Improved cone penetration test predictions of the state parameter of loose mine tailings	11
A novel short pile foundation system bonded to highly cemented layers for settlement control	11
The 2016 landslide at Saint-Luc-de-Vincennes, Quebec: geotechnical and morphological analysis of a combined flowslide and spread	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
Reliability-based formulation of building vulnerability to debris flow impacts	11
Dynamic, in situ, nonlinear-inelastic response and post-cyclic strength of a plastic silt deposit	10
DEM study of the alteration of the stress state in granular media around a bio-inspired probe	10
Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment	10
Comparison of small-strain shear modulus and Young’s modulus of dry sand measured by resonant column and bender–extender element	10
Updated skeleton void ratio for gravelly sand mixtures considering effect of grain-size distribution	10
Generalized effective stress concept for saturated active clays	10
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	10
Soil-water retention curve model for fine-grained soils accounting for void ratio–dependent capillarity	10
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	10
Downwards force–displacement response of buried pipelines during dip–slip faulting in sandy soil	10
Diffusion through sodium and polymer enhanced bentonites exposed to dilute and aggressive solutions	10
Hierarchical Bayesian model for predicting small-strain stiffness of sand	10
Optimization of grouting method and axial performance of pressure-grouted helical piles	10
Shield kinematics and its influence on ground settlement in ultra-soft soil: a case study in Suzhou	10
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile	10
Effects of high differential stress and mineral properties on deformation and failure mechanism of hard rocks	10
Performance of highway embankments in the Arctic constructed under winter conditions	10
Evaluation of a simplified soil constitutive model considering implied strength and pore-water pressure generation for one-dimensional (1D) seismic site response	9
Evaluation of capillary water retention effects on the development of the suction stress characteristic curve	9
Laboratory study of low-sulfide tailings covers with elevated water table to prevent acid mine drainage	9
Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls	9
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil	9
Centrifuge model study on settlement of strip footing subject to rising water table in loess	9
Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading	9
A 3D visualization method for identifying fabric characteristics during suffusion using transparent soil	9
Experimental and theoretical investigations on fin configuration effects of dynamically installed anchors in clay	9
Failure mechanisms in two-layer undrained slopes	9
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	9
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	9
Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand	9
Relationship between matric suction and leaf indices of Schefflera arboricola in biochar amended soil	9

A MPM framework for large-deformation seismic response analysis	9
Bearing capacity mechanisms for pipes buried in sand	9
Axial performance of micropile groups in cohesionless soil from full-scale tests	9
Influence of specimen nonuniformity and end restraint conditions on drained triaxial compression test results in sand	8
Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays	8
Prediction of coupled hydromechanical behavior of unsaturated soils based on seasonal variations in hydrologic conditions	8
Predicting geological interfaces using stacking ensemble learning with multi-scale features	8
Uplift performance of helical piles with cement injection in residual soils	8
Theoretical and experimental investigations of anchoring force loss behavior for prestressed ground anchors	8
Pile driveability in low- to medium-density chalk	8
Performance of a 56 m deep circular excavation supported by diaphragm and cut-off double-wall system in Shanghai soft ground	8
Compaction behaviour of lime-treated metakaolin	8
Consolidation of hard rock tailings under positive and negative pore-water pressures: testing procedures and experimental results	8
A numerical characterization workflow for assessing the strength and failure modes of heterogeneous oil sands	8
A cyclic p–y elastoplastic model applied to lateral loaded pile in soft clays	8
A method to predict desiccation crack depth in a compacted clayey soil	8
New fiber Bragg grating (FBG)-based device for measuring small and large radial strains in triaxial apparatus	8
Simulating the effect of climate change on performance of a monolayer cover combined with an elevated water table placed on acid-generating mine tailings	8
Temperature effects on the hydraulic properties of unsaturated rooted soils	8
Effect of subgrade on tensile strains in a geomembrane for tailings storage applications	8
Effect of autocorrelation function model on spatial prediction of geological interfaces	8
Limit equilibrium solutions to anti-overturning bearing capacity of suction caissons in uniform and linearly increasing strength clays	8
Thermal behaviour and performance of two field experimental insulation covers to control sulfide oxidation at Meadowbank mine, Nunavut	8
Marine soil behaviour classification using piezocone penetration test (CPTu) and borehole records	8
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	8
Bentonite swelling characteristics with a hypersaline multi-component pore fluid	8
Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake	8
Comparative analyses of alternative breakthrough curves from cumulative mass column testing of soil–bentonite backfills	8
Field axial loading tests of screw micropiles in sand	8
A hybrid SVR-BO model for predicting the soil thermal conductivity with uncertainty	7
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	7
Thermomechanical response of kaolin clay–concrete interface in the context of energy geostructures	7
Dynamic analysis of the 2012 Johnsons Landing landslide at Kootenay Lake, British Columbia: the importance of undrained flow potential	7
Canadian Geotechnical Colloquium: three-dimensional remote sensing, four-dimensional analysis and visualization in geotechnical engineering — state of the art and outlook	7
Numerical modeling of clogging of landfill leachate collection systems with co-disposal of municipal solid waste (MSW) and incinerator ash	7
Life-cycle sustainability assessment of geotechnical site investigation	7
The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings	7
Parameter variability of undrained shear strength and strain using a database of reconstituted soil tests	7
Centrifuge modelling of gas pipelines undergoing freeze–thaw cycles	7
Effects of the skew angle of new tunneling on an existing tunnel: three-dimensional centrifuge and numerical modeling	7
Protecting surface and buried structures from tunnelling using pile walls: a prediction model	7
Data-centric quasi-site-specific prediction for compressibility of clays	7
Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical – fluid dynamics framework	7
Influence of phase difference between kinematic and inertial loads on seismic behaviour of pile foundations in layered soils	7
Runout analyses using 2014 Oso landslide	7
Centrifuge modelling of static liquefaction in submarine slopes: scaling law dilemma	7
Finite element modelling of helical pile installation and its influence on uplift capacity in strain softening clay	7
Three-dimensional cyclic behavior of saturated clays: comparison between undrained and partly drained conditions	7
Probabilistic estimation of specific surface area and cation exchange capacity: a global multivariate distribution	7
A new method and apparatus for measuring in situ air permeability of unsaturated soil	7
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	7
Effect of biochar on permeability of compacted soil and its microscopic mechanism	7
Upper-bound analysis of laterally loaded rigid monopiles in clay with linearly increasing strength	7