Canadian Geotechnical Journal

Article	Citations
Investigation of hydro-mechanical coupling characteristics of stress-induced anisotropic unsaturated clay	117
Analytical stress–strain relation for soils	93
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	60
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	49
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	47
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	43
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	38
Revisiting interpretation of relative density from shallow depth CPTs in sand	38
A bounding surface constitutive model for simulating repeated freeze-thaw cycles of saturated soil	36
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	36
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	36
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	35
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	34
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	33
Comparative analysis of silt, kaolinite, and montmorillonite particle effects on bio-cementation in sandy soils	33
Estimating compression behavior of reconstituted clays with different initial water contents using two model parameters	32
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	31
Runout analyses using 2014 Oso landslide	31
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	30
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	30
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	30
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	29
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	29
Water vapor sorption isotherms of salt-affected soils	28
Successive boulder impacts on the soil-embedded baffle: an experimental study	28

Application of optimized support system-based large deformation control technology in plate suture zone tunnels: a case study of the China–Laos railway	28
Development and performance of an adaptive adfreeze pile	27
Field observed GCL panel shrinkage for five GCLs in composite liners	26
Anchor conditions for estimated unsaturated shear strength functions	26
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	25
Effect of initial compaction on geomechanical characteristics of crushable coal mine waste	25
Stress-path-dependent behaviour of compacted loess	25
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	25
A critical state constitutive model for gassy clay	24
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	24
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	24
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	24
A practical design method for energy piles incorporating thermal–mechanical soil–structure interaction	24
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	23
Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions	23
Optimizing methods of excavation dewatering for deformation control in strata with leaky aquifers: A case study in Tianjin, China	23
Experimental Study on Failure Mechanism of Clay Seabed Induced by Gas Migration	23
A novel biopolymer-amended bentonite-based capillary barrier: performance evaluation against rainfall-induced landslides	23
Monitoring 3D movement of structures and soil masses using fiber optic cables under the notion of finite element method	23
Size effect and rock mass strength	22
Dynamic Behaviour of Biochar-Amended Soil under Cyclic Undrained Conditions	22
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	21
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	21
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	21
Localized behaviour of fluidized subgrade soil subjected to cyclic loading	20
Optimization of inputs for the application of ANN to rail track granular materials	20
Multiscale structural characterizations of anisotropic natural granite residual soil	20
Analysis of water migration in an earthen landfill cover with recycled construction waste	20
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	20
Bayesian estimation of soil-water characteristic curves	20
A MPM framework for large-deformation seismic response analysis	20
Coupled effects of temperature and suction on the anisotropic elastic shear moduli of unsaturated soil	20
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	20
The mechanics of arching in induced trench construction – a new theoretical formulation	19
Hydro-mechanical coupled behavior analysis of multi-jointed rock mass under triaxial compression based on the discrete element method	19
A new approach for determining compressibility and permeability characteristics of dredged slurries with high water content	19
Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings	19
A Generalized Two-Step Model for Predicting Thermal Conductivity of Bentonite-Based Mixtures in Nuclear Waste Repositories	19
Stability analysis for rainfall-infiltrated unsaturated soil slopes subjected to tensile–shear failure following a nonlinear strength criterion	19
Towards the development on new high capacity tensiometers capable of measuring soil matric suction beyond 3 MPa	19
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	18
Observation and evaluation of soil stratum deformation in reclamation area under ocean tides	18
Preliminary investigations of ground failures triggered during the mid-November 2021 atmospheric river event along the southwestern British Columbia highway corridors	18
Multi-stage and multi-objective optimization framework for servo-controlled wall deflection during deep excavation	17
Evaluation of sleeve friction measurement in soft soils using rate interface tests under different boundary conditions	17
Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves	17
Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”	17
Hydraulic conductivity variation in compacted bentonite–fly ash mixes under constant-volume and free-swelling flow conditions	17
Load transfer mechanism of corroded rockbolt-grouted structures under low strain rate: experimental and theoretical analysis	17

Investigation of the effects of liquid medium and electrical parameters on hydraulic-electric pulsed discharge rock-breaking	17
Upward migration of soil particles induced by the sloshing of slurries under cyclic load: experiments and theoretical explanation	17
A field study on the load sharing behavior of a micropiled raft underpinned by a waveform micropile	17
Experimental study on the suspended sediment settlement characteristics and incipient velocity in the straight-line sedimentation basin of the irrigation headworks	16
Mechanism of failure of the Mount Polley Tailings Storage Facility	16
Analytical Undrained Bearing Capacity Models for Spatially Variable Soils: Mechanisms, Uncertainty, and Diagnostic Maps	16
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	16
A reliability-based assessment framework for drag anchors	16
Identifying ice lens initiation of frozen soils using particle image velocimetry method	16
Seismic behavior of piles-supported pier-superstructure to liquefaction-induced lateral spreading considering variability of soil permeability	16
Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils	16
Pore-pressure coefficients for unsaturated soils: generalized effective stress approach	16
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	16
Pneumatic-vibratory probe compaction inducing horizontal stress increase in collapsible loess	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
Deformational behaviors of existing three-line tunnels induced by under-crossing of three-line mechanized tunnels: a case study	15
Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder	15
Experimental investigation of dewatering silty tailings using electrokinetic method	15
Particle morphology and principal stress direction dependent strength anisotropy through torsional shear testing	15
Influence of sloping ground and pile group on sand reliquefaction behavior using centrifuge modelling	15
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	14
Sequentially coupled thermal-hydraulic-mechanical simulation for geomechanical assessments of caprock integrity in SAGD	14
An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils	14
Investigation of thermal and strength characteristics of a natural backfill composite inspired by synergistic biochar–biopolymer amendment of clay loam	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
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	13
Evaluation of small-strain shear modulus of Fontainebleau sand based on innovative pressuremeter probe testing in a calibration chamber	13
Metal corrosion in partially saturated sands: pore fluid conductivity and water saturation	13
Framework for thaw consolidation of fine-grained soils	13
Geotechnical performance of fine tailings in an oil sands pit lake	13
Sand state parameter from CPT	13
Exploratory application of a novel centre cross diaphragm method for the construction of large cross-section tunnels in soft ground	13
Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles	13
Effect of underliner on the strain and puncture response of a bituminous geomembrane in heap leach applications	13
Subsurface exploration using MASW technique—an inversion combining predominant mode with genetic algorithm	13
Data-driven recovery of incomplete geotechnical dataset using low-rank matrix completion	13
A calculation model for the width of bank collapse induced by wind waves	13
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	13
Cyclic shearing behavior and dynamic characteristics of a fibrous peat	13
Estimating thaw settlement of coarse-grained permafrost sediments	13
Effects of seasonal weathering on dewatering and strength of an oil sands tailings deposit	12
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	12
Calibration of strain-softening constitutive model parameters from full-field deformation measurements	12
Effects of fines content and stress history on surface erosion of cohesive soils	12
Experimental investigation of local chemo-mechanical behaviour and temporal development of osmotic consolidation in expansive clay	12
Strength improvement of high organic dredged soil by solidification/oxidization synergistic method	12
Simple-shear and direct-shear behaviours of grass-rooted soils	12
Understanding the influence of thermal properties and surface conditions on thermal modelling results at two permafrost sites	12
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias	12
Uncertainty quantification of in situ horizontal stress with pressuremeter using a statistical inverse analysis method	12
Innovative subsurface stratigraphy interpretation by integrating electrical resistivity tomography and borehole data	12
Numerical simulation of the progressive development of soil arching in column-supported embankments	12
A method to predict desiccation crack depth in a compacted clayey soil	12
Diaphragm wall lateral movement in deep excavations in Bangkok clays: impacts and influencing factors	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
Theoretical framework for predicting accumulation of soil berms and peak sliding resistance for tolerably mobile foundations	12
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	12
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	11
Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository	11
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing	11
Strength of partially frozen sand under triaxial compression	11
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	11
Three-dimensional stress–strain and strength behavior of silt–clay transition soils	11
Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil	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
Use of recycled tyre segments to enhance the stability of ballasted track by increased confinement	10
Measurement of soil deformations in vane shear tests on low-strength clays	10
Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer	10
LRFD calibration for soil failure limit state using the Stiffness Method	10
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	10
Development of a speargun projectile penetrometer in soil	10
Micro-mechanical behavior of nanosilica-treated high-sulfate soils	10
Generalized effective stress of dual-porosity geomaterials considering thermochemical effects	10
Experimental Investigation of Suction Installation Behavior of Caissons in Loose Saturated Sands	10
Use of rigid inclusions for foundations of container yards	10
Effects of rubber-intermixed ballast on train loading response through field monitoring in Western Sydney	10
Effect of autocorrelation function model on spatial prediction of geological interfaces	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
Effect of compressibility on the stress state of wet and dry bauxite residue	10
A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities	10
Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays	10
Evaluation of the liquefaction potential of filtered tailings stacks by means of laboratory investigation	10
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	10
Centrifuge modeling of end-bearing slender energy pile performance under temperature cycles	10
Root–soil interface friction jointly amplified by high root density and shear deflection	10
The effect of thermoactivated pile spacing on the thermo-mechanical response of energy soldier piled walls—experimental study and initial numerical observations	10
Experimental investigation on the water migration and deformation of widely graded coarse soil under drying–wetting cycles	9
Role of substrate roughness in soil desiccation cracking	9
Lateral ground movement effects near a joint of MDPE gas distribution pipes	9
Physicochemical deterioration mechanism of red-bed mudstone during water–rock interactions: insights from soaking experiments	9
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	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
Study on the failure mechanism of a tunnel reinforced by a heterogeneous grouting layer based on the upper bound method	9
Canadian Geotechnical Journal — Editors’ Choices 2021	9
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	9
Experimental study on the resilient behavior of unbound granular materials and the evaluation of prediction model	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
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
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	9
Deep learning-based surrogate model to estimate scour around slab-on-grade foundations subjected to flooding conditions	9
Model for the prediction of residual shear strength of unsaturated soils	9
Effect of loading rate on the undrained bearing capacity of nonassociated clay	9
Risk-informed design of debris-flow mitigation at Cheekeye Fan	8
Assessing Hydraulic Fracturing in Earthen-Rockfill Dam Core based on Extended Finite Element (XFEM) Framework	8
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	8
One- and two-dimensional finite element modelling of thaw consolidation	8
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	8
Drag anchor behaviour in soft clay deposits: model investigation in transparent clay surrogate and analytical predictions	8
Water retention model for hydrate-bearing sediments considering pore structure evolution	8
Field performance of four vibrating-wire piezometer installation methods	8
Deformation and Failure Characteristics of Sublevel Tunnels under Triple-Level Combined Backfill Mining in Steeply-Dipping and Ultra-Thick Orebodies	8
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	8
Experimental investigation of marine soil stabilization with recycled aggregates and MgO: implications for CO2 sequestration	8
Roof stability of tunnels with varied burial depth in rock strata following a modified HB criterion	8
Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	8
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	8
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	8
Long-term soil thermal imbalance analysis of the energy pile considering ambient thermal boundary	8
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	8
Assessment of the unified design method for piles subjected to negative skin friction using field studies and numerical modeling	8
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	8
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	8
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	8
A Time-Varying Critical Acceleration Framework for an Embedded Cantilever Retaining Wall in Saturated Sand	8
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	8
Multiscale mechanical behaviour of sand–steel structure interface for deep underground space	8
Investigation on evolution law of frozen wall thickness in artificial ground freezing under seepage conditions	7
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	7
Drained and Undrained Softening and Post-Reconsolidation Strength Recovery	7
Displacement-based design of shield tunnel lining considering mobilized strength of undrained clay	7
Geomechanical behaviour of fine- and coarse-grained copper tailings from Brazilian IOCG deposits	7
Effect of the driving system on Hardin-type resonant columns	7
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	7
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	7
Properties of mine tailings for static liquefaction assessment	7
Medium-high density soft micrites: impact of microstructural features on state and compressibility	7
Magnetic Resonance Imaging as a tool for investigating frost heave dynamics: a new experimental setup and application	7
A double-structure formulation of NCL for saturated bentonite differentiating free and adsorbed water	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
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement	7
Discontinuity surface orientation extraction and cluster analysis based on point cloud data	7
Stratigraphic profiling, slip surface detection, and assessment of remolding in sensitive clay landslides using the CPT	7
Visualized direct shear test of the interface between gravelly sand and concrete pipe	7
Centrifuge modeling on effectiveness of liquefaction mitigation measures for clayey sand ground under large dams	7
The scale effect in extreme snow avalanche runout distance	7
A pore-water distribution model for the estimation of the hydraulic conductivity of stiff unsaturated soil during the wetting process	7
A numerical investigation on the effect of rotation on the cone penetration test	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
The influence of soil fabric on the monotonic and cyclic shear behaviour of consolidated and compacted specimens	7
Field measurements and modelling of climate-driven hydraulic flux, water content, and suction in a loess slope	7
Temperature-dependent behaviour and microstructure of fungus-treated carbonate sand	7
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	7
Digital image-based measurement of degree of saturation on moving soil	7
Effect of particle size and particle size distribution on critical state loci of granular soils	7
Life-cycle sustainability assessment of geotechnical site investigation	7
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	7
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	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