Canadian Geotechnical Journal

Article	Citations
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	83
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	82
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	64
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	57
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	44
Analytical stress–strain relation for soils	44
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response	42
Physical modelling of pile drilling in sand	40
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	38
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	37
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	36
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	36
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	34
Successive boulder impacts on the soil-embedded baffle: an experimental study	34
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	32
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	31
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	31
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	30
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	30
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	30
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	30
Revisiting interpretation of relative density from shallow depth CPTs in sand	29
Runout analyses using 2014 Oso landslide	29
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	28
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	28

Normally loaded inclined strip anchors in cohesionless soil	28
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	27
A critical state constitutive model for gassy clay	27
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests	27
Field observed GCL panel shrinkage for five GCLs in composite liners	27
Anchor conditions for estimated unsaturated shear strength functions	26
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	26
A Unified Soil–Structure Interaction Method for Load–Settlement Design of Energy Piles	26
Bayesian estimation of soil-water characteristic curves	26
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	24
Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions	24
Development and performance of an adaptive adfreeze pile	24
Water vapor sorption isotherms of salt-affected soils	23
Effect of initial compaction on geomechanical characteristics of crushable coal mine waste	22
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	22
Study on horizontal bearing characteristics of pile foundations in coral sand	22
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	22
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	22
Application of optimized support system-based large deformation control technology in plate suture zone tunnels: a case study of the China–Laos railway	22
Multiscale structural characterizations of anisotropic natural granite residual soil	21
Stress-path-dependent behaviour of compacted loess	21
Size effect and rock mass strength	21
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	21
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	21
A novel biopolymer-amended bentonite-based capillary barrier: performance evaluation against rainfall-induced landslides	21
Observation and evaluation of soil stratum deformation in reclamation area under ocean tides	20
Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings	20
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels	20
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	20
Localized behaviour of fluidized subgrade soil subjected to cyclic loading	20
Towards the development on new high capacity tensiometers capable of measuring soil matric suction beyond 3 MPa	20
Random large-deformation modelling on face stability considering dynamic excavation process during tunnelling through spatially variable soils	19
Potassium chloride wells used as quick-clay landslide mitigation: installation procedures, cost–benefit analysis, and recommendations for design	19
Investigation of the effects of liquid medium and electrical parameters on hydraulic-electric pulsed discharge rock-breaking	18
The mechanics of arching in induced trench construction – a new theoretical formulation	18
Preliminary investigations of ground failures triggered during the mid-November 2021 atmospheric river event along the southwestern British Columbia highway corridors	18
Optimization of inputs for the application of ANN to rail track granular materials	18
Undrained cylindrical and spherical cavity expansion in elastic–viscoplastic soils	18
Analysis of water migration in an earthen landfill cover with recycled construction waste	18
Coupled effects of temperature and suction on the anisotropic elastic shear moduli of unsaturated soil	18
Flow liquefaction potential of loose sand: stress path envelope and energy-based evaluation	18
A MPM framework for large-deformation seismic response analysis	17
A new mathematical model for the estimation of shear modulus for unsaturated compacted soils	17
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	17
Hydraulic conductivity variation in compacted bentonite–fly ash mixes under constant-volume and free-swelling flow conditions	17
Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”	17
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	17
Driven cast-in-situ pile capacity: insights from dynamic and static load testing	17
An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils	17
Load transfer mechanism of corroded rockbolt-grouted structures under low strain rate: experimental and theoretical analysis	16

Sequentially coupled thermal-hydraulic-mechanical simulation for geomechanical assessments of caprock integrity in SAGD	16
District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions	16
Pore-pressure coefficients for unsaturated soils: generalized effective stress approach	16
Evaluation of sleeve friction measurement in soft soils using rate interface tests under different boundary conditions	16
Investigation of thermal and strength characteristics of a natural backfill composite inspired by synergistic biochar–biopolymer amendment of clay loam	16
Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils	15
Mechanism of failure of the Mount Polley Tailings Storage Facility	15
Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder	15
Experimental study on the suspended sediment settlement characteristics and incipient velocity in the straight-line sedimentation basin of the irrigation headworks	15
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs	15
Pneumatic-vibratory probe compaction inducing horizontal stress increase in collapsible loess	15
Identifying ice lens initiation of frozen soils using particle image velocimetry method	15
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	15
Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves	15
Upward migration of soil particles induced by the sloshing of slurries under cyclic load: experiments and theoretical explanation	15
A reliability-based assessment framework for drag anchors	14
A calculation model for the width of bank collapse induced by wind waves	14
Particle morphology and principal stress direction dependent strength anisotropy through torsional shear testing	14
Creep behavior of ice-rich warm peaty soils along the Trans Alaska Pipeline system at Lost Creek, Alaska	14
Seismic behavior of piles-supported pier-superstructure to liquefaction-induced lateral spreading considering variability of soil permeability	14
A field study on the load sharing behavior of a micropiled raft underpinned by a waveform micropile	14
Understanding the influence of thermal properties and surface conditions on thermal modelling results at two permafrost sites	14
Influence of sloping ground and pile group on sand reliquefaction behavior using centrifuge modelling	14
Soil–water retention behavior of a loess–paleosol sequence and its significance for hydrology and paleoclimate: a case study from the Luochuan profile of the Loess Plateau, China	14
Deformational behaviors of existing three-line tunnels induced by under-crossing of three-line mechanized tunnels: a case study	14
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	14
Experimental investigation of dewatering silty tailings using electrokinetic method	14
Numerical simulation of the progressive development of soil arching in column-supported embankments	13
Exploratory application of a novel centre cross diaphragm method for the construction of large cross-section tunnels in soft ground	13
Sealing materials for a deep geological repository: evaluation of swelling pressure and hydraulic conductivity data for bentonite-based sealing materials proposed for use in placement rooms	13
Theoretical framework for predicting accumulation of soil berms and peak sliding resistance for tolerably mobile foundations	13
A method to predict desiccation crack depth in a compacted clayey soil	13
Geotechnical performance of fine tailings in an oil sands pit lake	13
Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles	13
Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests	13
Evaluation of small-strain shear modulus of Fontainebleau sand based on innovative pressuremeter probe testing in a calibration chamber	13
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing	13
Effect of Underliner on the Strain and Puncture Response of a Bituminous Geomembrane in Heap Leach Applications	13
Framework for thaw consolidation of fine-grained soils	12
Experimental investigation of local chemo-mechanical behaviour and temporal development of osmotic consolidation in expansive clay	12
Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil	12
Subsurface exploration using MASW technique—an inversion combining predominant mode with genetic algorithm	12
Diaphragm wall lateral movement in deep excavations in Bangkok clays: impacts and influencing factors	12
Sand state parameter from CPT	12
Calibration of strain-softening constitutive model parameters from full-field deformation measurements	12
Estimating thaw settlement of coarse-grained permafrost sediments	12
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	12
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias	11
Effects of seasonal weathering on dewatering and strength of an oil sands tailings deposit	11
Performances of a large-scale deep excavation with multi-support types and zoned excavation technique in Shanghai soft soil	11
Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository	11
An experimental investigation of the effect of strain rate and stress path on undrained response of nonplastic soils in direct simple shear mode	11
Strength of partially frozen sand under triaxial compression	11
Effects of fines content and stress history on surface erosion of cohesive soils	11
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	11
Innovative subsurface stratigraphy interpretation by integrating electrical resistivity tomography and borehole data	11
Three-dimensional stress–strain and strength behavior of silt–clay transition soils	11
Uncertainty quantification of in situ horizontal stress with pressuremeter using a statistical inverse analysis method	11
Cyclic shearing behavior and dynamic characteristics of a fibrous peat	11
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	11
Strength improvement of high organic dredged soil by solidification/oxidization synergistic method	11
Metal corrosion in partially saturated sands: pore fluid conductivity and water saturation	10
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	10
Micro-mechanical behavior of nanosilica-treated high-sulfate soils	10
Centrifuge modeling of end-bearing slender energy pile performance under temperature cycles	10
A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities	10
Development of a speargun projectile penetrometer in soil	10
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile	10
Use of recycled tyre segments to enhance the stability of ballasted track by increased confinement	10
Generalized effective stress of dual-porosity geomaterials considering thermochemical effects	10
A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation	10
Root–soil interface friction jointly amplified by high root density and shear deflection	10
Data-driven recovery of incomplete geotechnical dataset using low-rank matrix completion	10
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	10
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	10
Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays	10
Effect of compressibility on the stress state of wet and dry bauxite residue	10
Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer	10
One- and two-dimensional finite element modelling of thaw consolidation	9
Reply to the discussion on our paper “Material-specific interpretation of the state parameter from drained cone penetration test” by Mohammad RazaviNasab, Katia Boschi, and Marcos Arroyo	9

Lateral ground movement effects near a joint of MDPE gas distribution pipes	9
Effects of rubber-intermixed ballast on train loading response through field monitoring in Western Sydney	9
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	9
Experimental study on the resilient behavior of unbound granular materials and the evaluation of prediction model	9
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	9
Effect of loading rate on the undrained bearing capacity of nonassociated clay	9
Study on the failure mechanism of a tunnel reinforced by a heterogeneous grouting layer based on the upper bound method	9
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	9
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	9
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	9
LRFD calibration for soil failure limit state using the Stiffness Method	9
Effect of autocorrelation function model on spatial prediction of geological interfaces	9
Deep learning-based surrogate model to estimate scour around slab-on-grade foundations subjected to flooding conditions	9
Physicochemical deterioration mechanism of red-bed mudstone during water-rock interactions: Insights from soaking experiments	9
Evaluating the movement of dissolved porewater species through a marine sediment 51 years after establishment of a pulp and paper effluent stabilization basin	9
Experimental investigation on the water migration and deformation of widely graded coarse soil under drying–wetting cycles	9
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	9
Analysis of the Ultimate Uplift Resistance and Progressive Failure Process of Strip Plate Anchors in Marine Sensitive clays: A FE Analysis Based on Micropolar Continuum Theory	9
Canadian Geotechnical Journal — Editors’ Choices 2021	9
Experimental Investigation of Suction Installation Behavior of Caissons in Loose Saturated Sands	9
The effect of thermoactivated pile spacing on the thermo-mechanical response of energy soldier piled walls - Experimental study and initial numerical observations	9
Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	9
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	8
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	8
Water retention model for hydrate-bearing sediments considering pore structure evolution	8
Use of rigid inclusions for foundations of container yards	8
The scale effect in extreme snow avalanche runout distance	8
Centrifuge modeling on effectiveness of liquefaction mitigation measures for clayey sand ground under large dams	8
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	8
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	8
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	8
Deformation and Failure Characteristics of Sublevel Tunnels under Triple-Level Combined Backfill Mining in Steeply-Dipping and Ultra-Thick Orebodies	8
A bounding-surface-based cyclic “p–y+M–θ” model for unified description of laterally loaded piles with different failure modes in clay	8
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	8
Role of substrate roughness in soil desiccation cracking	8
Field performance of four vibrating-wire piezometer installation methods	8
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	8
Assessing Hydraulic Fracturing in Earthen-Rockfill Dam Core based on Extended Finite Element (XFEM) Framework	8
Life-cycle sustainability assessment of geotechnical site investigation	8
Effect of the driving system on Hardin-type resonant columns	8
Evaluation of the liquefaction potential of filtered tailings stacks by means of laboratory investigation	8
Model for the prediction of residual shear strength of unsaturated soils	8
Drag anchor behaviour in soft clay deposits: model investigation in transparent clay surrogate and analytical predictions	8
Risk-informed design of debris-flow mitigation at Cheekeye Fan	8
Experimental investigation of marine soil stabilization with recycled aggregates and MgO: implications for CO2 sequestration	8
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	8
Properties of mine tailings for static liquefaction assessment	7
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT	7
Deformational response of a marine silty-clay with varying organic content in the triaxial compression space	7
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement	7
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	7
Effect of particle size and particle size distribution on critical state loci of granular soils	7
Visualized direct shear test of the interface between gravelly sand and concrete pipe	7
Displacement-based design of shield tunnel lining considering mobilized strength of undrained clay	7
Investigation on evolution law of frozen wall thickness in artificial ground freezing under seepage conditions	7
The evolution of grouting pressure and ground deformation induced by synchronous grouting during shield tunneling in soft soil: an investigation based on scaled model test and CEL simulation	7
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	7
A numerical investigation on the effect of rotation on the cone penetration test	7
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	7
Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries	7
Assessing water position through distributed temperature sensing using Rayleigh-based optical frequency-domain reflectometry: a laboratory feasibility study	7
Contrast experiments on breaching characteristics of landslide dams and debris-flow dams	7
Multiscale mechanical behaviour of sand–steel structure interface for deep underground space	7
Assessment of the Unified Design Method for Piles Subjected to Negative Skin Friction Using Field Studies and Numerical Modeling	7
A non-associative macroelement model for vertical plate anchors in clay	7
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	6
Model for predicting evolution of microstructural void ratio in compacted clayey soils	6
Enhancing hydraulic fracturing for in-situ remediation in low-permeability soils: A comprehensive investigation of fracture propagation	6
Reply to the discussion by Bokade and Singh on “Experimental investigations of marine soil stabilization with recycled aggregates and MgO: implications for CO2 sequestration”	6
Elasto-plastic and post-yield weakening jointed rockmass response in a comparison of equivalent-continuum and explicit structural models	6
Experimental comparison of foam flow and gas flow in municipal solid waste	6
Impact of (Na,Ca)NO3 concentration on the deviatoric mechanical behaviour of Boom Clay	6
Role of calcined-clay-based geopolymers for effective stabilization of expansive soils	6
A multiscale framework for simulating landslide runout and impact with barriers	6
Medium-high density soft micrites: impact of microstructural features on state and compressibility	6
Magnetic Resonance Imaging as a tool for investigating frost heave dynamics: a new experimental setup and application	6
Comparative experimental investigation on true triaxial double-sided fast unloading rockburst and biaxial compression under high stress	6
Centrifuge modeling of backfill consolidation in soil-bentonite cutoff walls	6
Physical model case study: treatment effect of soft ground by vacuum preloading combined with liquid bag pressurization method	6
Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate	6
Prediction of driven pile resistances in shales considering weathering and time effects	6
A practical method for forecasting rockfall ditch effectiveness deterioration	6
Evaluation of prediction models for tip resistances of rock-socketed drilled shafts	6
Effects of stress anisotropy on dynamic properties of soils	6
Development of unified p–y curve model for clays using finite element analysis of laterally loaded piles	6
The influence of soil fabric on the monotonic and cyclic shear behaviour of consolidated and compacted specimens	6
Field measurements and modelling of climate-driven hydraulic flux, water content, and suction in a loess slope	6
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	6
Suction and anisotropy effects on the stiffness characteristics of a compacted lateritic clay from small to large strains	6
Longevity of multilayered textured HDPE geomembranes in low-level waste applications	6
Model for predicting the variation of shear stress in unsaturated soils during strain-softening	6
Effects of structure and pore-water chemistry on critical state behavior of bauxite residue	6
Rockfall motion using a Smart Rock sensor	6
Digital image-based measurement of degree of saturation on moving soil	6
Discontinuity surface orientation extraction and cluster analysis based on point cloud data	6