Canadian Geotechnical Journal

Article	Citations
Simulating the effect of climate change on performance of a monolayer cover combined with an elevated water table placed on acid-generating mine tailings	135
Consequences of scalping and scalping/replacement procedures on strength properties of coarse-grained gap-graded soils	72
Pavement performance over deep trenches backfilled with recycled aggregates under different compaction efforts	58
Dimension Reduction of MUSIC Database for Tailored Clustering Using Lasso	49
Modelling the impact of deterioration on the long-term performance of Dublin Tunnel	44
The influence of pipeline–backfill–trench interaction on pipeline response to ice gouging: a numerical investigation	41
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	40
Canadian Geotechnical Journal — Editors’ Choices 2021	38
One- and two-dimensional finite element modelling of thaw consolidation	36
Coupled analysis of soil shear strength and retention curves with different interstitial fluids	34
Low-strain dynamic characterization of undisturbed Leda clay	33
Use of shear wave velocity to assess Champlain marine clay fabric anisotropy	30
Correction: Laboratory study on subgrade fluidization under undrained cyclic triaxial loading	30
Experimental study on multi-parameter performance differences of coal with different rockburst tendencies	29
Investigation on asymmetric dynamic response characteristics of anchored surrounding rock under blasting excavation of inclined layered rock tunnel	28
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	28
An existing pile efficiency method for the design of lateral new pile behavior in sites with existing piles	26
Modelling the evolving critical state of crushable soils and parameter optimization with an improved genetic algorithm (AIS–RCGA)	26
Effect of Loading Rate on the Undrained Bearing Capacity of Non-associated Clay	26
Shear modulus and hysteretic damping of sensitive eastern Canada clays	25
Field monitoring of the ground vibrations adjacent to an onshore wind turbine foundation	25
Analytical stress–strain relation for soils	25
Dual row retaining walls in dry sand: influence of wall stiffness on seismic response	24
Numerical investigation on the thermo-mechanical behaviour of twin energy tunnels	24
Inversion of short-term precursor of acoustic emission in uniaxial compression based on SOM neural network	24

Analytical prediction of ground movements due to circular shaft construction in clayey soils	24
Field tests on large-scale instrumented piles driven in chalk: results and interpretation	24
Reply to the discussion by Li and Chen of “Determination of the critical state of a silty sand iron tailings in triaxial extension tests using photographic correction”	23
Stability study of coal pillars due to induced stress-driven spalling during development and mechanised depillaring at different depths of cover	23
Reply to the discussion by Dallo on “Updated skeleton void ratio for gravelly sand mixtures considering effect of grain-size distribution”	23
Mode-based characterisation of swell deformations in a high-plasticity Paleogene clay	23
Utilising the Ipzo parameter for more reliable estimates of undrained shear strength directly from CPTU data in saturated natural clay-like soils	22
The infiltration characteristics of expansive soil subjected to drying–wetting cycles under surcharge	22
Correction: numerical implementation and application of an internal state variable model to analyze the time-dependent behavior of mining excavations in rock salt	21
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	21
Case history examples of estimating OCR in structured and structured organic cohesive soil with field vane tests using the SHANSEP-based method	21
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	21
Discussion of “Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction”	20
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	20
LRFD calibration for soil failure limit state using the Stiffness Method	20
Theoretical and experimental investigations of anchoring force loss behavior for prestressed ground anchors	20
Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples	20
Internal erosion: critical hydraulic gradient in one-dimensional vertical seepage and its relation to soil gradation	20
Reliability-based formulation of building vulnerability to debris flow impacts	20
Review of the causes of the unprecedented collapse of the United Grain Growers elevator in Thunder Bay, Ontario	20
Porous stones in permeability measurement: drawbacks and solution	20
An experimental investigation into soil–structure interactions of integral bridge abutments due to cyclic translations	19
Estimating Tangential Heave Stress on Solar Piles in the Northern United States	19
Performance of Sustainable Drainage Capillary Barrier Systems for Climate Change Adaptation in Temperate Climates	19
Detection and stiffness measurement of weak zones in cement-treated ground using travel-time tomography	19
Quantifying the response of piled structures from displacements induced by pile installation in soft clay	19
Progressive failure of helical anchors in sand under monotonic uplift loading	18
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	18
A risk assessment tool for tailings storage facilities	18
Soil–pile interaction of laterally loaded fixed-head piles and pile groups in unsaturated sand	18
Damage assessment of ring nets in flexible barriers subjected to consecutive rockfall impacts	18
Dissolution and recrystallization behavior of microbially induced calcium carbonate: influencing factors, kinetics and cementation effect	18
Runout analyses using 2014 Oso landslide	18
A data driven real-time perception method of rock condition in TBM construction	17
Effect of water pressure on time-dependent permeability characteristics of sand conditioned with foam and bentonite slurry	17
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	17
New model of shear modulus degradation and damping ratio curves for sensitive Canadian clays	16
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	16
Limitations of Gold’s formula for predicting ice thickness requirements for heavy equipment	16
Investigation of boulder impact force and energy transfer for steel baffle with footing	16
Centrifuge tests on axially loaded tapered piles with different cross-sections under compressive and tensile loading	16
Mechanisms of shear strain accumulation in laboratory experiments on sands exhibiting cyclic mobility behavior	16
Insulation covers with capillary barrier effects to control sulfide oxidation in the Arctic	16
Micro-mechanical perspective on the role of particle shape in shearing of sands	15
The long-term performance of a bituminous geomembrane (BGM) under single-sided exposure conditions	15
Pile driveability in low- to medium-density chalk	15
Research on energy-absorption active control method for large deformation of tunnel surrounding rock through multi-fault fracture zone	15
Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach	15
Kinematic responses of lead-caulked joints for cast iron pipelines subjected to strike-slip faulting	14
Pore network modeling of capillary barrier effects: impact of pore sizes	14

Evaluation of deformation for two-dimensional (2D) and three-dimensional (3D) braced excavation in clays with centrifuge modelling and numerical analysis	14
Discrete element analysis of geogrid–aggregate interface shear behavior under cyclic normal loading	14
Reflection coefficient of a natural sodium bentonite in aqueous mixed electrolyte solutions: positive and negative anomalous osmosis	14
Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	14
A hypoplastic model for cemented sand under monotonic and cyclic loading	14
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	13
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	13
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	13
MSD applied to the construction of the British Library basement: a multi-stage excavation in London Clay	13
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	13
A new state-dependent constitutive model for cyclic thermo-mechanical behaviour of unsaturated vegetated soil	12
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	12
Penetration characteristics of suction caisson for offshore wind power: a field study	12
A bounding-surface-based cyclic “p–y+M–θ” model for unified description of laterally loaded piles with different failure modes in clay	12
Revisiting interpretation of relative density from shallow depth CPTs in sand	12
Shallow foundation behavior on an expansive soil slope subjected to different infiltration conditions	12
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy	11
X-ray-aided characterization of micro-hydro-mechanical behaviour of unsaturated sand using a suction-controlled mini-triaxial system	11
Physical modelling of pile drilling in sand	11
Theεv/εa–p′ method for the determination of instability of granular soils under constant shear drained stress path	11
Lateral ground movement effects near a joint of MDPE gas distribution pipes	11
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	11
Discussion of “Investigation of soil setup effects on pile response in clay considering over-consolidation ratio and installation method through physical modeling”	11
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	11
Investigation of grouting diffusion in a single rock fracture considering the influences of obstructions	11
Estimating relative density from shallow depth CPTs in normally consolidated and overconsolidated siliceous sand	11
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	11
Influence of stress history on thermal conductivity of saturated fine-grained soils	11
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	10
Investigation of small- to large-strain moduli correlations of rockfill materials — application to Romaine-2 dam	10
Hierarchical response surface method for reliability analysis of a pile-slope system	10
Role of substrate roughness in soil desiccation cracking	10
Hierarchical Bayesian model for predicting small-strain stiffness of sand	10
New design equations for corrugated steel culverts responding to live loads	10
Development of a hybrid soil pressure sensor and its application to soil compaction	10
Model for the prediction of residual shear strength of unsaturated soils	10
Temperature effects on the hydraulic properties of unsaturated rooted soils	10
Considerations for measuring residual stresses in driven piles with vibrating wire strain gauges	10
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	10
Measured pipe stresses on gas pipelines in landslide areas	10
A cautionary note for rock avalanche field investigation: recent sequential and overlapping landslides in British Columbia	10
Geostress-associated settlements of a raft-foundation building due to shield tunnelling in soft ground	10
Assessment of moisture content in sandy beach environments from multispectral satellite imagery	10
Field investigation on the performance of low-carbon MgO-carbonated composite piles for ground treatments	9
Estimating plasticity index directly from piezocone penetration tests in saturated natural soils	9
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations	9
Centrifuge study on the uplift behavior of spread foundation for transmission tower in sand	9
Evaluation of design methods for side-resistance-only rock-socketed piles	9
Correction: calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	9
Estimating live-bed local scour around bridge piers in cohesionless sediments: applicability and bias of selected models	9
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	9
Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities	9
Influence of statistical sample size on evaluation of overall strength of cement-treated soil column	9
Fabrication and mechanical characterization of highly preferentially oriented montmorillonite thin films	9
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	9
Improved analytical solution of lateral soil restraint for pipes buried in dry sand considering arching effects	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
Design guidance for protection of geomembrane liners in landfill applications	9
The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings	9
A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 2: Applications	9
Generalized effective stress concept for saturated active clays	9
Thermal control mechanism of ventilated–closed block layer composite embankment of expressway in warm permafrost regions	9
Performance of highway embankments in the Arctic constructed under winter conditions	9
Field investigation into the performance of pipe pile in soft clay under static and cyclic axial loads	8
Bayesian estimation of soil-water characteristic curves	8
Suitability of empirical equations for estimating permanent settlement of railway foundation materials subjected to cyclic loading with principal stress rotation	8
Improvement of the Geotechnical Properties of Remoulded Quick Clay with Recycled Salt Mixtures	8
Upper-bound analysis of laterally loaded rigid monopiles in clay with linearly increasing strength	8
Capacity of piles subject to downdrag: a comparison of North American bridge design codes and observations from a full-scale test pile program	8
Field performance of four vibrating-wire piezometer installation methods	8
Application of neural networks for the reliability design of a tunnel in karst rock mass	8
Settlement characteristics and evaluation approach of embankment widening over soft clay	8
Post-erosion mechanical response of internally unstable soil of varying size and flow regime	8
Estimating the overconsolidation ratio in uniform cohesive soil with cone penetrometer tests considering soil structure and index properties	8
Nonlinear constitutive model of soil–bentonite based on triaxial tests along different stress paths	8
Multiscale structural characterizations of anisotropic natural granite residual soil	8
Anchor conditions for estimated unsaturated shear strength functions	8
Probabilistic generic transformation model between two rock mass properties: specific fracture energy and P-wave velocity	8
Responses of frozen, fine-grained soils due to multiple packets of cyclic stress with variable amplitude and an empirical prediction model	8
Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties	8

New fiber Bragg grating (FBG)-based device for measuring small and large radial strains in triaxial apparatus	8
Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions	8
Application of TDR in compacted clay soils: Issues of dry density, water content range, and calibration	8
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	8
2021 Awards	8
2019 Canadian Geotechnical Colloquium: Mitigating a fatal flaw in modern geomechanics: understanding uncertainty, applying model calibration, and defying the hubris in numerical modelling	8
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	7
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	7
Analytical prediction of leakage-induced ground and tunnel response subject to tidal loading	7
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests	7
Responses of Ice-Soil Mixtures to Ice Melting	7
Flow failure assessment for dams and embankments	7
Consolidation-induced improvements in plate anchor capacity	7
A critical state constitutive model for gassy clay	7
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	7
The scale effect in extreme snow avalanche runout distance	7
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	7
Landslide life-loss risk quantification based on historical fatalities	7
Analyzing variation of the water table level with three-dimensional numerical simulations to assess reclamation techniques for an acidic tailings impoundment	7
Assessment of time effects on capacities of large-scale piles driven in dense sands	7
Analysis of the geotechnical behavior of a piled raft in tropical lateritic soil based on long-term monitoring of columns, piles, and raft–soil interface	7
Correction: Thermal control mechanism of ventilated–closed block layer composite embankment of expressway in warm permafrost regions	7
A coupled VOF-DEM investigation into contact erosion under the effects of cyclic loading and seepage path	7
Finite element investigation of ground response during diaphragm wall panel installation	7
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	7
A general anisotropic yield function for K0-consolidated clays	7
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	7
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	7
Investigation of the self-sealing of Opalinus Clay from the lower sandy facies of Mont Terri site by mock-up tests with highly saline and alkaline solutions	7
Experimental Investigation of Marine Soil Stabilization with Recycled Aggregates and MgO: Implications for CO<sub>2</sub> Sequestration	6
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	6
Effect of the driving system on Hardin-type resonant columns	6
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil	6
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	6
Suffusion of irregular concave gap-graded sand with resolved CFD-DEM	6
Assessing compressibility and hydraulic conductivity relationships of oil sands tailings derived from a combined constant-pressure filtration and incremental cake compression test	6
Enhanced resistance to desiccation cracking of polymer–bentonite mixtures: an experimental investigation of underlying mechanisms	6
Liquefaction of sands subjected to principal stress rotation caused by generalized seismic loading	6
Normally loaded inclined strip anchors in cohesionless soil	6
Water Vapor Sorption Isotherms of Salt-affected Soils	6
Life-cycle sustainability assessment of geotechnical site investigation	6
Influence of anisotropic consolidation on the instability of loose granular soils under undrained and drained loading	6
A coupled bio-chemo-hydro-mechanical model for bio-cementation in porous media	6
Hydro-thermal coupled behaviors in free zones and matrix of porous media: insights from a micro-continuum transport approach	6
Coal-derived char for durability improvement of cement stabilized soil under freeze–thaw, wet–dry, and sulfate attack	6
Hydro-mechanical coupling effect on water permeability of intensely weathered sandstone	6
Influence of joint stiffness on three-dimensional deformation mechanisms of pipelines under tunnel active face instability	6
A cone penetration test (CPT) approach to cable plough performance prediction based upon centrifuge model testing	6
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	6
Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study	6
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	6
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	6
Application of Optimized Support System-Based Large Deformation Control Technology in Plate Suture Zone Tunnels: A Case Study of the China-Laos Railway	6
Experimental investigation on the installation and loading performance of model-scale deep helical piles in very dense sand	6
Macro-micro mechanics of Fujian River sand under triaxial shear using X-ray micro-tomography	6
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	6
Bearing capacity mechanisms for pipes buried in sand	6
Theoretical framework for large-strain shear resistance of Kaolin clays under chemo-mechanical loadings	6
Analysis of a database of open pit mine slope failures to predict travel distance, setback distance, and geometric properties	6
Calibration of resistance factors for design of shallow foundations against sliding	6
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	6
Evaluation of candidate polymers to maximize geotechnical performance of oil sands tailings	6
The role of physicochemical processes in aging of shaft friction of driven steel piles in sand	6
Risk-informed design of debris-flow mitigation at Cheekeye Fan	6
Modelling pile foundations under biaxial loading with a plasticity-based p–y methodology	6
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	6