Canadian Geotechnical Journal

Article	Citations
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	143
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	75
Analytical stress–strain relation for soils	60
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	54
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	52
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response	43
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	41
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	41
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	38
Revisiting interpretation of relative density from shallow depth CPTs in sand	36
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	36
Runout analyses using 2014 Oso landslide	33
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	32
Discussion of “Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction”	32
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	31
Physical modelling of pile drilling in sand	30
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	28
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	28
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	26
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	26
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	26
Performance of highway embankments in the Arctic constructed under winter conditions	26
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	25
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	25
Anchor conditions for estimated unsaturated shear strength functions	25

Application of Optimized Support System-Based Large Deformation Control Technology in Plate Suture Zone Tunnels: A Case Study of the China-Laos Railway	25
Analyzing variation of the water table level with three-dimensional numerical simulations to assess reclamation techniques for an acidic tailings impoundment	24
A critical state constitutive model for gassy clay	24
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	24
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	24
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	24
Normally loaded inclined strip anchors in cohesionless soil	24
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	23
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests	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
Water Vapor Sorption Isotherms of Salt-affected Soils	22
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	22
Field observed GCL panel shrinkage for five GCLs in composite liners	21
Bayesian estimation of soil-water characteristic curves	21
Multiscale structural characterizations of anisotropic natural granite residual soil	21
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	21
Study on horizontal bearing characteristics of pile foundations in coral sand	21
Undrained cylindrical and spherical cavity expansion in elastic–viscoplastic soils	20
Flow liquefaction potential of loose sand: stress path envelope and energy-based evaluation	20
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	20
The mechanics of arching in induced trench construction – a new theoretical formulation	20
A MPM framework for large-deformation seismic response analysis	20
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	20
Preliminary investigations of ground failures triggered during the mid-November 2021 atmospheric river event along the southwestern British Columbia highway corridors	20
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	20
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	20
Localized behaviour of fluidized subgrade soil subjected to cyclic loading	19
Random large-deformation modelling on face stability considering dynamic excavation process during tunnelling through spatially variable soils	19
Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels	18
Coupled effects of temperature and suction on the anisotropic elastic shear moduli of unsaturated soil	18
Potassium chloride wells used as quick-clay landslide mitigation: installation procedures, cost–benefit analysis, and recommendations for design	18
Analysis of water migration in an earthen landfill cover with recycled construction waste	18
Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings	18
Optimization of inputs for the application of ANN to rail track granular materials	18
A reliability-based assessment framework for drag anchors	17
Investigation of the effects of liquid medium and electrical parameters on hydraulic-electric pulsed discharge rock-breaking	17
Towards the development on new high capacity tensiometers capable of measuring soil matric suction beyond 3 MPa	17
Observation and evaluation of soil stratum deformation in reclamation area under ocean tides	17
Driven cast-in-situ pile capacity: insights from dynamic and static load testing	16
Mechanism of failure of the Mount Polley Tailings Storage Facility	16
District-scale numerical analysis of settlements related to groundwater lowering in variable soil conditions	16
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs	16
Hydraulic conductivity variation in compacted bentonite–fly ash mixes under constant-volume and free-swelling flow conditions	16
IDENTIFYING ICE LENS INITIATION OF FROZEN SOILS USING PARTICLE IMAGE VELOCIMETRY METHOD	15
Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”	15
Pore-pressure coefficients for unsaturated soils: generalized effective stress approach	15
Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves	15
Seismic behavior of piles-supported pier-superstructure to liquefaction-induced lateral spreading considering variability of soil permeability	15
Upward migration of soil particles induced by the sloshing of slurries under cyclic load: experiments and theoretical explanation	15

Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils	14
An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils	14
Sequentially coupled thermal-hydraulic-mechanical simulation for geomechanical assessments of caprock integrity in SAGD	14
A field study on the load sharing behavior of a micropiled raft underpinned by a waveform micropile	14
Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder	14
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	14
Influence of Sloping Ground and Pile Group on Sand Reliquefaction Behavior using Centrifuge Modelling	14
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	14
A new mathematical model for the estimation of shear modulus for unsaturated compacted soils	14
Creep behavior of ice-rich warm peaty soils along the Trans Alaska Pipeline system at Lost Creek, Alaska	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
Particle morphology and principal stress direction dependent strength anisotropy through torsional shear testing	13
Strength of partially frozen sand under triaxial compression	13
Estimating thaw settlement of coarse-grained permafrost sediments	13
Pneumatic-vibratory probe compaction inducing horizontal stress increase in collapsible loess	13
Experimental investigation of dewatering silty tailings using electrokinetic method	13
Geotechnical performance of fine tailings in an oil sands pit lake	13
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias	13
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	13
Investigation of thermal and strength characteristics of a natural backfill composite inspired by synergistic biochar–biopolymer amendment of clay loam	13
Calibration of strain-softening constitutive model parameters from full-field deformation measurements	13
Metal corrosion in partially saturated sands: Pore fluid conductivity and water saturation	12
Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository	12
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	12
Framework for thaw consolidation of fine-grained soils	12
Cyclic shearing behavior and dynamic characteristics of a fibrous peat	12
Evaluation of small-strain shear modulus of Fontainebleau sand based on innovative pressuremeter probe testing in a calibration chamber	12
Exploratory application of a novel centre cross diaphragm method for the construction of large cross-section tunnels in soft ground	12
Diaphragm wall lateral movement in deep excavations in Bangkok clays: impacts and influencing factors	12
A method to predict desiccation crack depth in a compacted clayey soil	12
Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil	11
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	11
Numerical simulation of the progressive development of soil arching in column-supported embankments	11
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	11
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	11
Subsurface exploration using MASW technique- An inversion combining predominant mode with genetic algorithm	11
A calculation model for the width of bank collapse induced by wind waves	11
Experimental investigation of local chemo-mechanical behaviour and temporal development of osmotic consolidation in expansive clay	11
Innovative Subsurface Stratigraphy Interpretation by Integrating Electrical Resistivity Tomography and Borehole Data	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
Experimental study of an innovative driven and grouted soil nail (x-Nail)	11
Effects of seasonal weathering on dewatering and strength of an oil sands tailings deposit	11
Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles	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
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
Strength improvement of high organic dredged soil by solidification/oxidization synergistic method	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
Sand state parameter from CPT	11
Theoretical framework for predicting accumulation of soil berms and peak sliding resistance for tolerably mobile foundations	11
Uncertainty quantification of in situ horizontal stress with pressuremeter using a statistical inverse analysis method	10
Effect of compressibility on the stress state of wet and dry bauxite residue	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
Three-dimensional stress–strain and strength behavior of silt–clay transition soils	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
Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer	10
Micro-mechanical behavior of nanosilica-treated high-sulfate soils	10
Development of a speargun projectile penetrometer in soil	10
LRFD calibration for soil failure limit state using the Stiffness Method	9
Development of a hybrid soil pressure sensor and its application to soil compaction	9
Role of substrate roughness in soil desiccation cracking	9
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	9
Canadian Geotechnical Journal — Editors’ Choices 2021	9
Centrifuge modeling of end-bearing slender energy pile performance under temperature cycles	9
Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays	9
One- and two-dimensional finite element modelling of thaw consolidation	9
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	9
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	9
Effect of autocorrelation function model on spatial prediction of geological interfaces	9
A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities	9
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	9
Model for the prediction of residual shear strength of unsaturated soils	9
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	9
Effect of Loading Rate on the Undrained Bearing Capacity of Non-associated Clay	9
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	9
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	9

Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	8
Lateral ground movement effects near a joint of MDPE gas distribution pipes	8
Effect of the driving system on Hardin-type resonant columns	8
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	8
A numerical investigation on the effect of rotation on the cone penetration test	8
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	8
Field performance of four vibrating-wire piezometer installation methods	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 bounding-surface-based cyclic “p–y+M–θ” model for unified description of laterally loaded piles with different failure modes in clay	8
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	8
The scale effect in extreme snow avalanche runout distance	8
Risk-informed design of debris-flow mitigation at Cheekeye Fan	8
A non-associative macroelement model for vertical plate anchors in clay	8
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	8
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	8
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	8
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	8
Visualized direct shear test of the interface between gravelly sand and concrete pipe	8
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	8
Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries	7
Medium-high density soft micrites: impact of microstructural features on state and compressibility	7
Properties of mine tailings for static liquefaction assessment	7
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	7
Centrifuge modeling on effectiveness of liquefaction mitigation measures for clayey sand ground under large dams	7
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	7
Assessing water position through distributed temperature sensing using Rayleigh-based optical frequency-domain reflectometry: a laboratory feasibility study	7
Field measurements and modelling of climate-driven hydraulic flux, water content, and suction in a loess slope	7
Digital image-based measurement of degree of saturation on moving soil	7
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil	7
Experimental Investigation of Marine Soil Stabilization with Recycled Aggregates and MgO: Implications for CO<sub>2</sub> Sequestration	7
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	7
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	7
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT	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
Displacement-based design of shield tunnel lining considering mobilized strength of undrained clay	7
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement	7
Effect of particle size and particle size distribution on critical state loci of granular soils	7
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	7
Life-cycle sustainability assessment of geotechnical site investigation	7
Soil-water characteristic curves of bentonites in isochoric conditions during wetting: measurement and prediction	7
Deformational response of a marine silty-clay with varying organic content in the triaxial compression space	7
Investigation on evolution law of frozen wall thickness in artificial ground freezing under seepage conditions	7
Contrast experiments on breaching characteristics of landslide dams and debris-flow dams	7
Fragility analysis of buried continuous pipelines under normal faulting through analytical solution combining with machine learning technique	6
Elasto-plastic and post-yield weakening jointed rockmass response in a comparison of equivalent-continuum and explicit structural models	6
Feasibility study of using bench-scale centrifugation for segregation and consolidation behaviour of oil sands tailings products	6
Improvement of a hypoplastic model for sand under undrained loading conditions	6
A practical method for forecasting rockfall ditch effectiveness deterioration	6
Influence of stress history on undrained cyclic shear strength evolution	6
Centrifuge modeling of backfill consolidation in soil-bentonite cutoff walls	6
Laboratory studies on ochre formation and removal from geotextile filters	6
Model for predicting evolution of microstructural void ratio in compacted clayey soils	6
Comparative experimental investigation on true triaxial double-sided fast unloading rockburst and biaxial compression under high stress	6
Enhancing hydraulic fracturing for in-situ remediation in low-permeability soils: A comprehensive investigation of fracture propagation	6
In situ desaturation tests by electrolysis for liquefaction mitigation	6
Long-term stress crack resistance of HDPE fusion seams aged at 85 °C in synthetic leachate	6
Long-term performance of textured HDPE geomembranes in municipal solid waste landfills	6
Experimental comparison of foam flow and gas flow in municipal solid waste	6
Rockfall motion using a Smart Rock sensor	6
Discussion of “Determination of the critical state of a silty sand iron tailings in triaxial extension tests using photographic correction”	6
Effects of structure and pore-water chemistry on critical state behavior of bauxite residue	6
The development of unit shaft resistance along driven piles in subsiding soil	6
Development of unified p–y curve model for clays using finite element analysis of laterally loaded piles	6
Prediction of driven pile resistances in shales considering weathering and time effects	6
Evaluation of prediction models for tip resistances of rock-socketed drilled shafts	6
Protecting surface and buried structures from tunnelling using pile walls: a prediction model	6
Liquefied strength ratio with stress densification and low stresses	6
From data to decision: combining Bayesian updating with a data-driven prior to forecast the settlement of embankments on soft soils	6
Machine learning-aided reliability analysis of rainfall-induced landslide of root-reinforced slopes	6
Longevity of multilayered textured HDPE geomembranes in low-level waste applications	6
Physical model case study: treatment effect of soft ground by vacuum preloading combined with liquid bag pressurization method	6
Role of Calcined-Clay-Based Geopolymers for Effective Stabilization of Expansive 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
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	6
The influence of soil fabric on the monotonic and cyclic shear behaviour of consolidated and compacted specimens	6
Suction and anisotropy effects on the stiffness characteristics of a compacted lateritic clay from small to large strains	6
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis	6
Model for predicting the variation of shear stress in unsaturated soils during strain-softening	6
Partially drained uplift behaviour of plant roots in dilative soils	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