Canadian Geotechnical Journal

Article	Citations
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	80
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	73
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	63
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	57
Runout analyses using 2014 Oso landslide	44
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	43
Revisiting interpretation of relative density from shallow depth CPTs in sand	42
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	39
Analytical stress–strain relation for soils	37
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	36
Physical modelling of pile drilling in sand	35
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response	35
Electro-osmotic assisted Consolidating of Undisturbed Soft Sensitive Clay	34
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	33
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	32
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	31
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
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	29
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	29
Successive boulder impacts on the soil-embedded baffle: an experimental study	28
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	28
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	28
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	27
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	26

A critical state constitutive model for gassy clay	26
Field observed GCL panel shrinkage for five GCLs in composite liners	26
Bayesian estimation of soil-water characteristic curves	26
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	26
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	26
Normally loaded inclined strip anchors in cohesionless soil	25
Anchor conditions for estimated unsaturated shear strength functions	25
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	25
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	24
Multiscale structural characterizations of anisotropic natural granite residual soil	24
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests	24
Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions	23
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	23
Size effect and rock mass strength	22
Effect of initial compaction on geomechanical characteristics of crushable coal mine waste	22
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	22
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	21
A novel biopolymer-amended bentonite-based capillary barrier: performance evaluation against rainfall-induced landslides	21
Application of Optimized Support System-Based Large Deformation Control Technology in Plate Suture Zone Tunnels: A Case Study of the China-Laos Railway	21
Stress-path-dependent behaviour of compacted loess	21
Development and performance of an adaptive adfreeze pile	21
Water Vapor Sorption Isotherms of Salt-affected Soils	21
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	21
Study on horizontal bearing characteristics of pile foundations in coral sand	21
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	21
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	20
Potassium chloride wells used as quick-clay landslide mitigation: installation procedures, cost–benefit analysis, and recommendations for design	20
Flow liquefaction potential of loose sand: stress path envelope and energy-based evaluation	20
Random large-deformation modelling on face stability considering dynamic excavation process during tunnelling through spatially variable soils	19
Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings	19
Optimization of inputs for the application of ANN to rail track granular materials	19
A MPM framework for large-deformation seismic response analysis	19
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels	18
The mechanics of arching in induced trench construction – a new theoretical formulation	18
Towards the development on new high capacity tensiometers capable of measuring soil matric suction beyond 3 MPa	18
Localized behaviour of fluidized subgrade soil subjected to cyclic loading	18
Investigation of the effects of liquid medium and electrical parameters on hydraulic-electric pulsed discharge rock-breaking	17
Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder	17
Observation and evaluation of soil stratum deformation in reclamation area under ocean tides	17
Analysis of water migration in an earthen landfill cover with recycled construction waste	17
Coupled effects of temperature and suction on the anisotropic elastic shear moduli of unsaturated soil	17
Creep behavior of ice-rich warm peaty soils along the Trans Alaska Pipeline system at Lost Creek, Alaska	17
Undrained cylindrical and spherical cavity expansion in elastic–viscoplastic soils	17
Preliminary investigations of ground failures triggered during the mid-November 2021 atmospheric river event along the southwestern British Columbia highway corridors	17
Experimental study on the suspended sediment settlement characteristics and incipient velocity in the straight-line sedimentation basin of the irrigation headworks	17
Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”	16
Driven cast-in-situ pile capacity: insights from dynamic and static load testing	16
A field study on the load sharing behavior of a micropiled raft underpinned by a waveform micropile	16
Mechanism of failure of the Mount Polley Tailings Storage Facility	16
Hydraulic conductivity variation in compacted bentonite–fly ash mixes under constant-volume and free-swelling flow conditions	16

An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils	16
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	16
Pneumatic-vibratory probe compaction inducing horizontal stress increase in collapsible loess	16
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs	15
A reliability-based assessment framework for drag anchors	15
District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions	15
A new mathematical model for the estimation of shear modulus for unsaturated compacted soils	15
Investigation of thermal and strength characteristics of a natural backfill composite inspired by synergistic biochar–biopolymer amendment of clay loam	15
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	15
Sequentially coupled thermal-hydraulic-mechanical simulation for geomechanical assessments of caprock integrity in SAGD	15
Pore-pressure coefficients for unsaturated soils: generalized effective stress approach	15
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	15
Particle morphology and principal stress direction dependent strength anisotropy through torsional shear testing	14
Seismic behavior of piles-supported pier-superstructure to liquefaction-induced lateral spreading considering variability of soil permeability	14
Influence of Sloping Ground and Pile Group on Sand Reliquefaction Behavior using Centrifuge Modelling	14
Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils	14
Upward migration of soil particles induced by the sloshing of slurries under cyclic load: experiments and theoretical explanation	14
Deformational behaviors of existing three-line tunnels induced by under-crossing of three-line mechanized tunnels: a case study	14
Experimental investigation of dewatering silty tailings using electrokinetic method	14
IDENTIFYING ICE LENS INITIATION OF FROZEN SOILS USING PARTICLE IMAGE VELOCIMETRY METHOD	14
Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves	14
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	14
Evaluation of sleeve friction measurement in soft soils using rate interface tests under different boundary conditions	14
Load transfer mechanism of corroded rockbolt-grouted structures under low strain rate: experimental and theoretical analysis	14
Framework for thaw consolidation of fine-grained soils	13
A calculation model for the width of bank collapse induced by wind waves	13
Metal corrosion in partially saturated sands: Pore fluid conductivity and water saturation	13
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias	13
Performances of a large-scale deep excavation with multi-support types and zoned excavation technique in Shanghai soft soil	13
Diaphragm wall lateral movement in deep excavations in Bangkok clays: impacts and influencing factors	13
Strength improvement of high organic dredged soil by solidification/oxidization synergistic method	13
Three-dimensional stress–strain and strength behavior of silt–clay transition soils	13
Subsurface exploration using MASW technique- An inversion combining predominant mode with genetic algorithm	13
Sand state parameter from CPT	13
Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository	12
Numerical simulation of the progressive development of soil arching in column-supported embankments	12
Effects of seasonal weathering on dewatering and strength of an oil sands tailings deposit	12
Innovative Subsurface Stratigraphy Interpretation by Integrating Electrical Resistivity Tomography and Borehole Data	12
Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil	12
Effects of Fines Content and Stress History on Surface Erosion of Cohesive Soils	12
Understanding the influence of thermal properties and surface conditions on thermal modelling results at two permafrost sites	12
An experimental investigation of the effect of strain rate and stress path on undrained response of nonplastic soils in direct simple shear mode	12
A method to predict desiccation crack depth in a compacted clayey soil	12
Theoretical framework for predicting accumulation of soil berms and peak sliding resistance for tolerably mobile foundations	11
Effect of Underliner on the Strain and Puncture Response of a Bituminous Geomembrane in Heap Leach Applications	11
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	11
Geotechnical performance of fine tailings in an oil sands pit lake	11
Exploratory application of a novel centre cross diaphragm method for the construction of large cross-section tunnels in soft ground	11
Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests	11
Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles	11
Uncertainty quantification of in situ horizontal stress with pressuremeter using a statistical inverse analysis method	11
Experimental study of an innovative driven and grouted soil nail (x-Nail)	11
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing	11
Evaluation of small-strain shear modulus of Fontainebleau sand based on innovative pressuremeter probe testing in a calibration chamber	11
Strength of partially frozen sand under triaxial compression	11
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	11
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile	11
Cyclic shearing behavior and dynamic characteristics of a fibrous peat	11
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	10
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	10
Calibration of strain-softening constitutive model parameters from full-field deformation measurements	10
Effect of autocorrelation function model on spatial prediction of geological interfaces	10
Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays	10
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	10
Estimating thaw settlement of coarse-grained permafrost sediments	10
Effect of compressibility on the stress state of wet and dry bauxite residue	10
Micro-mechanical behavior of nanosilica-treated high-sulfate soils	10
Use of recycled tyre segments to enhance the stability of ballasted track by increased confinement	10
Experimental investigation of local chemo-mechanical behaviour and temporal development of osmotic consolidation in expansive clay	10
Data-driven recovery of incomplete geotechnical dataset using low-rank matrix completion	10
Generalized effective stress of dual-porosity geomaterials considering thermochemical effects	10
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	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
Evaluating the movement of dissolved porewater species through a marine sediment 51 years after establishment of a pulp and paper effluent stabilization basin	9
A bounding-surface-based cyclic “p–y+M–θ” model for unified description of laterally loaded piles with different failure modes in clay	9
LRFD calibration for soil failure limit state using the Stiffness Method	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
A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities	9
Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer	9
Experimental Investigation of Suction Installation Behavior of Caissons in Loose Saturated Sands	9

Use of rigid inclusions for foundations of container yards	9
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	9
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	9
Effects of rubber-intermixed ballast on train loading response through field monitoring in Western Sydney	9
Lateral ground movement effects near a joint of MDPE gas distribution pipes	9
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	9
Study on the failure mechanism of a tunnel reinforced by a heterogeneous grouting layer based on the upper bound method	9
Evaluation of the liquefaction potential of filtered tailings stacks by means of laboratory investigation	9
Experimental investigation on the water migration and deformation of widely graded coarse soil under drying–wetting cycles	9
Canadian Geotechnical Journal — Editors’ Choices 2021	9
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	9
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	9
Role of substrate roughness in soil desiccation cracking	9
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	9
Root-soil interface friction jointly amplified by high root density and shear deflection	9
Development of a speargun projectile penetrometer in soil	9
Centrifuge modeling of end-bearing slender energy pile performance under temperature cycles	9
A numerical investigation on the effect of rotation on the cone penetration test	8
Effect of the driving system on Hardin-type resonant columns	8
Multiscale mechanical behaviour of sand–steel structure interface for deep underground space	8
Effect of Loading Rate on the Undrained Bearing Capacity of Non-associated Clay	8
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	8
Experimental study on the resilient behavior of unbound granular materials and the evaluation of prediction model	8
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	8
A non-associative macroelement model for vertical plate anchors in clay	8
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	8
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	8
Deformation and Failure Characteristics of Sublevel Tunnels under Triple-Level Combined Backfill Mining in Steeply-Dipping and Ultra-Thick Orebodies	8
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	8
Model for the prediction of residual shear strength of unsaturated soils	8
One- and two-dimensional finite element modelling of thaw consolidation	8
Drag anchor behaviour in soft clay deposits; Model investigation in transparent clay surrogate and analytical predictions	8
Centrifuge modeling on effectiveness of liquefaction mitigation measures for clayey sand ground under large dams	8
Life-cycle sustainability assessment of geotechnical site investigation	8
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	8
Field performance of four vibrating-wire piezometer installation methods	8
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	8
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	8
Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	8
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	8
Deep learning-based surrogate model to estimate scour around slab-on-grade foundations subjected to flooding conditions	8
Properties of mine tailings for static liquefaction assessment	7
Displacement-based design of shield tunnel lining considering mobilized strength of undrained clay	7
Comparative experimental investigation on true triaxial double-sided fast unloading rockburst and biaxial compression under high stress	7
Assessing water position through distributed temperature sensing using Rayleigh-based optical frequency-domain reflectometry: a laboratory feasibility study	7
The influence of soil fabric on the monotonic and cyclic shear behaviour of consolidated and compacted specimens	7
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	7
Field measurements and modelling of climate-driven hydraulic flux, water content, and suction in a loess slope	7
Visualized direct shear test of the interface between gravelly sand and concrete pipe	7
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	7
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement	7
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT	7
Magnetic Resonance Imaging as a tool for investigating frost heave dynamics: a new experimental setup and application	7
Contrast experiments on breaching characteristics of landslide dams and debris-flow dams	7
Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries	7
Investigation on evolution law of frozen wall thickness in artificial ground freezing under seepage conditions	7
Risk-informed design of debris-flow mitigation at Cheekeye Fan	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
The scale effect in extreme snow avalanche runout distance	7
Effect of particle size and particle size distribution on critical state loci of granular soils	7
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	7
Medium-high density soft micrites: impact of microstructural features on state and compressibility	7
Discontinuity surface orientation extraction and cluster analysis based on point cloud data	7
Prediction of driven pile resistances in shales considering weathering and time effects	7
Deformational response of a marine silty-clay with varying organic content in the triaxial compression space	7
Digital image-based measurement of degree of saturation on moving soil	7
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	7
Experimental Investigation of Marine Soil Stabilization with Recycled Aggregates and MgO: Implications for CO<sub>2</sub> Sequestration	7