Canadian Geotechnical Journal

Article	Citations
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	150
Analytical stress–strain relation for soils	77
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	61
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	57
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response	55
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	52
Revisiting interpretation of relative density from shallow depth CPTs in sand	41
Runout analyses using 2014 Oso landslide	41
Discussion of “Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction”	40
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	36
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	36
Physical modelling of pile drilling in sand	36
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	33
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	32
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	32
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	31
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	30
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	29
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	28
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	27
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	26
A critical state constitutive model for gassy clay	26
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	26
Application of Optimized Support System-Based Large Deformation Control Technology in Plate Suture Zone Tunnels: A Case Study of the China-Laos Railway	26
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	26

Spatiotemporal evolution of biomineralization in heterogeneous pore structure	26
Analyzing variation of the water table level with three-dimensional numerical simulations to assess reclamation techniques for an acidic tailings impoundment	26
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	25
Normally loaded inclined strip anchors in cohesionless soil	25
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests	25
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	25
Field observed GCL panel shrinkage for five GCLs in composite liners	24
Water Vapor Sorption Isotherms of Salt-affected Soils	24
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	24
Anchor conditions for estimated unsaturated shear strength functions	23
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	23
Multiscale structural characterizations of anisotropic natural granite residual soil	23
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	23
Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions	23
Development and performance of an adaptive adfreeze pile	23
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	22
Bayesian estimation of soil-water characteristic curves	22
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	21
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	21
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	21
Study on horizontal bearing characteristics of pile foundations in coral sand	21
Undrained cylindrical and spherical cavity expansion in elastic–viscoplastic soils	20
Localized behaviour of fluidized subgrade soil subjected to cyclic loading	20
Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings	20
A MPM framework for large-deformation seismic response analysis	20
Towards the development on new high capacity tensiometers capable of measuring soil matric suction beyond 3 MPa	20
Coupled effects of temperature and suction on the anisotropic elastic shear moduli of unsaturated soil	20
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	20
Analysis of water migration in an earthen landfill cover with recycled construction waste	20
Optimization of inputs for the application of ANN to rail track granular materials	19
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels	19
Investigation of the effects of liquid medium and electrical parameters on hydraulic-electric pulsed discharge rock-breaking	19
Potassium chloride wells used as quick-clay landslide mitigation: installation procedures, cost–benefit analysis, and recommendations for design	19
The mechanics of arching in induced trench construction – a new theoretical formulation	18
Observation and evaluation of soil stratum deformation in reclamation area under ocean tides	18
Random large-deformation modelling on face stability considering dynamic excavation process during tunnelling through spatially variable soils	18
Flow liquefaction potential of loose sand: stress path envelope and energy-based evaluation	18
Preliminary investigations of ground failures triggered during the mid-November 2021 atmospheric river event along the southwestern British Columbia highway corridors	17
Mechanism of failure of the Mount Polley Tailings Storage Facility	17
Upward migration of soil particles induced by the sloshing of slurries under cyclic load: experiments and theoretical explanation	17
Driven cast-in-situ pile capacity: insights from dynamic and static load testing	17
Hydraulic conductivity variation in compacted bentonite–fly ash mixes under constant-volume and free-swelling flow conditions	17
Pore-pressure coefficients for unsaturated soils: generalized effective stress approach	16
Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves	16
Seismic behavior of piles-supported pier-superstructure to liquefaction-induced lateral spreading considering variability of soil permeability	16
IDENTIFYING ICE LENS INITIATION OF FROZEN SOILS USING PARTICLE IMAGE VELOCIMETRY METHOD	16
An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils	15
Sequentially coupled thermal-hydraulic-mechanical simulation for geomechanical assessments of caprock integrity in SAGD	15
Creep behavior of ice-rich warm peaty soils along the Trans Alaska Pipeline system at Lost Creek, Alaska	15
Influence of Sloping Ground and Pile Group on Sand Reliquefaction Behavior using Centrifuge Modelling	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
Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder	15
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	15
Pneumatic-vibratory probe compaction inducing horizontal stress increase in collapsible loess	15
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	14
Particle morphology and principal stress direction dependent strength anisotropy through torsional shear testing	14
Experimental study on the suspended sediment settlement characteristics and incipient velocity in the straight-line sedimentation basin of the irrigation headworks	14
Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils	14
Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”	14
Deformational behaviors of existing three-line tunnels induced by under-crossing of three-line mechanized tunnels: a case study	14
District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions	14
A reliability-based assessment framework for drag anchors	14
A field study on the load sharing behavior of a micropiled raft underpinned by a waveform micropile	14
Experimental investigation of dewatering silty tailings using electrokinetic method	14
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs	14
Investigation of thermal and strength characteristics of a natural backfill composite inspired by synergistic biochar–biopolymer amendment of clay loam	13
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias	13
Metal corrosion in partially saturated sands: Pore fluid conductivity and water saturation	13
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	13
Estimating thaw settlement of coarse-grained permafrost sediments	13
Diaphragm wall lateral movement in deep excavations in Bangkok clays: impacts and influencing factors	13
A new mathematical model for the estimation of shear modulus for unsaturated compacted soils	13
Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository	13
Evaluation of small-strain shear modulus of Fontainebleau sand based on innovative pressuremeter probe testing in a calibration chamber	13
Numerical simulation of the progressive development of soil arching in column-supported embankments	12
Uncertainty quantification of in situ horizontal stress with pressuremeter using a statistical inverse analysis method	12
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	12
A calculation model for the width of bank collapse induced by wind waves	12
Innovative Subsurface Stratigraphy Interpretation by Integrating Electrical Resistivity Tomography and Borehole Data	12
A method to predict desiccation crack depth in a compacted clayey soil	12
Effects of seasonal weathering on dewatering and strength of an oil sands tailings deposit	12
Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil	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
Experimental study of an innovative driven and grouted soil nail (x-Nail)	12
Sand state parameter from CPT	12
Cyclic shearing behavior and dynamic characteristics of a fibrous peat	12
Subsurface exploration using MASW technique- An inversion combining predominant mode with genetic algorithm	12
Geotechnical performance of fine tailings in an oil sands pit lake	11
Framework for thaw consolidation of fine-grained soils	11
Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles	11
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	11
Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests	11
Performances of a large-scale deep excavation with multi-support types and zoned excavation technique in Shanghai soft soil	11
Three-dimensional stress–strain and strength behavior of silt–clay transition soils	11
Experimental investigation of local chemo-mechanical behaviour and temporal development of osmotic consolidation in expansive clay	11
Exploratory application of a novel centre cross diaphragm method for the construction of large cross-section tunnels in soft ground	11
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing	11
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile	11
Strength of partially frozen sand under triaxial compression	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
Calibration of strain-softening constitutive model parameters from full-field deformation measurements	11
Theoretical framework for predicting accumulation of soil berms and peak sliding resistance for tolerably mobile foundations	11
Data-driven Recovery of Incomplete Geotechnical Dataset Using Low-rank Matrix Completion	11
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	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
Generalized effective stress of dual-porosity geomaterials considering thermochemical effects	10
Strength improvement of high organic dredged soil by solidification/oxidization synergistic method	10
Effect of autocorrelation function model on spatial prediction of geological interfaces	10
A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities	10
Effect of compressibility on the stress state of wet and dry bauxite residue	10
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	10
Root-soil interface friction jointly amplified by high root density and shear deflection	10
Use of recycled tyre segments to enhance the stability of ballasted track by increased confinement	10
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	9
Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer	9
Canadian Geotechnical Journal — Editors’ Choices 2021	9
One- and two-dimensional finite element modelling of thaw consolidation	9
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	9
Effect of Loading Rate on the Undrained Bearing Capacity of Non-associated Clay	9
Development of a hybrid soil pressure sensor and its application to soil compaction	9
Centrifuge modeling of end-bearing slender energy pile performance under temperature cycles	9
Micro-mechanical behavior of nanosilica-treated high-sulfate soils	9
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	9
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	9
Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	9
Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays	9
Development of a speargun projectile penetrometer in soil	9
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	9
Model for the prediction of residual shear strength of unsaturated soils	9
Lateral ground movement effects near a joint of MDPE gas distribution pipes	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
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	8
Experimental Investigation of Marine Soil Stabilization with Recycled Aggregates and MgO: Implications for CO<sub>2</sub> Sequestration	8
Multiscale mechanical behaviour of sand-steel structure interface for deep underground space	8
Effect of particle size and particle size distribution on critical state loci of granular soils	8
Effect of the driving system on Hardin-type resonant columns	8
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	8
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	8
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	8
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	8
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	8
Visualized direct shear test of the interface between gravelly sand and concrete pipe	8
Centrifuge modeling on effectiveness of liquefaction mitigation measures for clayey sand ground under large dams	8
Risk-informed design of debris-flow mitigation at Cheekeye Fan	8
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	8
Evaluating the movement of dissolved porewater species through a marine sediment 51 years after establishment of a pulp and paper effluent stabilization basin	8
A non-associative macroelement model for vertical plate anchors in clay	8
Study on the failure mechanism of a tunnel reinforced by a heterogeneous grouting layer based on upper bound method	8
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	8
The scale effect in extreme snow avalanche runout distance	8
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	8
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	8
Life-cycle sustainability assessment of geotechnical site investigation	8
Properties of mine tailings for static liquefaction assessment	8
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	8
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	8
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	8
Field performance of four vibrating-wire piezometer installation methods	8
Role of substrate roughness in soil desiccation cracking	8
LRFD calibration for soil failure limit state using the Stiffness Method	8
A numerical investigation on the effect of rotation on the cone penetration test	8
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT	7
Digital image-based measurement of degree of saturation on moving soil	7
Partially drained uplift behaviour of plant roots in dilative soils	7
Medium-high density soft micrites: impact of microstructural features on state and compressibility	7
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis	7
Displacement-based design of shield tunnel lining considering mobilized strength of undrained clay	7
Assessing water position through distributed temperature sensing using Rayleigh-based optical frequency-domain reflectometry: a laboratory feasibility study	7
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	7
Field measurements and modelling of climate-driven hydraulic flux, water content, and suction in a loess slope	7
Protecting surface and buried structures from tunnelling using pile walls: a prediction model	7
Suction and anisotropy effects on the stiffness characteristics of a compacted lateritic clay from small to large strains	7
Deformational response of a marine silty-clay with varying organic content in the triaxial compression space	7
Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries	7
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	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
Investigation on evolution law of frozen wall thickness in artificial ground freezing under seepage conditions	7
Feasibility study of using bench-scale centrifugation for segregation and consolidation behaviour of oil sands tailings products	7
Centrifuge modeling of backfill consolidation in soil-bentonite cutoff walls	7
The influence of soil fabric on the monotonic and cyclic shear behaviour of consolidated and compacted specimens	7
Contrast experiments on breaching characteristics of landslide dams and debris-flow dams	7
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement	7
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	7
Laboratory studies on ochre formation and removal from geotextile filters	6
Role of Calcined-Clay-Based Geopolymers for Effective Stabilization of Expansive Soils	6
Physical model case study: treatment effect of soft ground by vacuum preloading combined with liquid bag pressurization method	6
Experimental comparison of foam flow and gas flow in municipal solid waste	6
From data to decision: combining Bayesian updating with a data-driven prior to forecast the settlement of embankments on soft soils	6
Reply to the discussion by Shuttle and Jefferies on “Improved cone penetration test predictions of the state parameter of loose mine tailings”	6
Longevity of multilayered textured HDPE geomembranes in low-level waste applications	6
Fragility analysis of buried continuous pipelines under normal faulting through analytical solution combining with machine learning technique	6
Influence of stress history on undrained cyclic shear strength evolution	6
Evaluation of prediction models for tip resistances of rock-socketed drilled shafts	6
A practical method for forecasting rockfall ditch effectiveness deterioration	6
Model for predicting the variation of shear stress in unsaturated soils during strain-softening	6
Improvement of a hypoplastic model for sand under undrained loading conditions	6
Rockfall motion using a Smart Rock sensor	6
Elasto-plastic and post-yield weakening jointed rockmass response in a comparison of equivalent-continuum and explicit structural models	6
Discussion of “Determination of the critical state of a silty sand iron tailings in triaxial extension tests using photographic correction”	6
Long-term performance of textured HDPE geomembranes in municipal solid waste landfills	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
Experimental study on physical modeling of deformation control effects of NPR anchor cable primary support structures in tunnels through faults	6
Liquefied strength ratio with stress densification and low stresses	6
Development of unified p–y curve model for clays using finite element analysis of laterally loaded piles	6
Effects of structure and pore-water chemistry on critical state behavior of bauxite residue	6
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	6
Enhancing hydraulic fracturing for in-situ remediation in low-permeability soils: A comprehensive investigation of fracture propagation	6
The development of unit shaft resistance along driven piles in subsiding soil	6
Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate	6
Investigation of soil setup effects on pile response in clay considering overconsolidation ratio and installation method through physical modeling	6
In situ desaturation tests by electrolysis for liquefaction mitigation	6
Machine learning-aided reliability analysis of rainfall-induced landslide of root-reinforced slopes	6
Prediction of driven pile resistances in shales considering weathering and time effects	6
Comparative experimental investigation on true triaxial double-sided fast unloading rockburst and biaxial compression under high stress	6
Model for predicting evolution of microstructural void ratio in compacted clayey soils	6
Study on strength damage model considering resistivity and failure characteristics of the frozen soil–rock mixture under different loading rates	5
Synergistic effects of density, gradation, particle size, and particle shape on the water entry pressure of hydrophobized sands	5
A hybrid SVR-BO model for predicting the soil thermal conductivity with uncertainty	5
Mechanical response and energy evolution of interbedded shales subjected to multilevel constant/increasing-amplitude cyclic loading	5
Impact of sample preparation on erosion characteristics and subsequent mechanical behaviour of gap-graded soils: an imaging-based analysis	5
Breaching and liquefaction in subaqueous retrogressive flow slides	5
In-situ test and calculation method for horizontal deformation of soil induced by multi-row grouting	5
Detection of outliers with respect to a MUSIC geotechnical database	5
Discussion of “An updated skeleton void ratio for gravelly sand mixtures considering the effect of grain size distribution”	5
Correction: Experimental study on the shear mechanical behavior of ice-rich debris–rock interface: effects of temperature, stress, and ice content	5