Canadian Geotechnical Journal

Article	Citations
Successive boulder impacts on the soil-embedded baffle: an experimental study	68
Quantifying reinforcement of forested (Cunninghamia lanceolata) slopes with different gradients based on in-situ pullout experiments	51
Comparative analysis of silt, kaolinite, and montmorillonite particle effects on bio-cementation in sandy soils	47
Effect of spacing of grid PHD on performance of combined PHD–PVD vacuum preloading method for treatment of clayey slurry	44
Downhill progressive landslide hazard assessment: a simple framework for prediction of triggering thresholds and failure modes	43
A bounding surface constitutive model for simulating repeated freeze–thaw cycles of saturated soil	42
Estimation on bearing characteristics of a large-diameter and extra-long energy pile under various actions of mechanical and thermal loads	41
Thermo-mechanical volume change behavior of municipal solid waste: experimental study and constitutive model	39
A fully coupled hydro-mechanical-chemo model for saturated clayey soils with pore-chemistry-induced and time-dependent deformation	39
Investigation of hydro-mechanical coupling characteristics of stress-induced anisotropic unsaturated clay	35
Effects of model dimensionality (2D vs. 3D) on simulated groundwater flow conditions in post-glacial marine clay deposits in the context of slope stability analysis	35
Lagged backward-compatible physics-informed neural networks for unsaturated soil consolidation analysis	35
Insights into the shallow landslide mechanism of expansive soil slope induced by freeze–thaw cycles and snowmelt infiltration	33
Spatiotemporal evolution of biomineralization in heterogeneous pore structure	32
Improvement of tailings impoundment seismic and post-seismic stability using densification and waste rock inclusions	32
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	31
Experimental and modeling study of shear strength of unsaturated fine-grained soils with bi-modal water-retention characteristics	30
Centrifuge modelling of shared ring anchors in sand subjected to cyclic loading	29
Electro-osmotic-assisted consolidating of undisturbed soft sensitive clay	29
Estimating compression behavior of reconstituted clays with different initial water contents using two model parameters	29
A Theoretical Framework for Predicting Soil Setup in Laterally Loaded Piles in Clay	29
Undrained shear strength and stiffness behavior of natural stiff, geologically aged, plastic clays after undrained cyclic loading	27
Probabilistic modeling of landslide dam breach based on Bayesian inference	27
Investigating shear behaviour of fibreglass rock bolts reinforcing infilled discontinuities for various pretension loads	27
Effect of sand particle size on interface shear behaviour between bio-cemented sand by MICP treatment and steel structure	27

Prediction of uniaxial compressive strength from drilling parameters using metaheuristic-optimized ensemble regression models	27
Anchor conditions for estimated unsaturated shear strength functions	26
Development and performance of an adaptive adfreeze pile	26
Experimental study on failure mechanism of clay seabed induced by gas migration	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
Water vapor sorption isotherms of salt-affected soils	26
Critical air entry value-controlled vacuum consolidation of clayey sludge with horizontal drains	26
Calibration of the PM4Sand model for hard-rock mine tailings based on laboratory and field testing results	26
Field observed GCL panel shrinkage for five GCLs in composite liners	25
Stabilization of muskeg soils using two additives: sand and urease active bioslurry	25
Development of a scaling function to estimate unsaturated mechanical soil behavior from a soil-water characteristic curve	25
Predicting plastic strain rate in the core of embankment dams subjected to heavy vehicle traffic	25
Dynamic behaviour of biochar-amended soil under cyclic undrained conditions	25
Optimizing methods of excavation dewatering for deformation control in strata with leaky aquifers: a case study in Tianjin, China	24
A novel biopolymer-amended bentonite-based capillary barrier: performance evaluation against rainfall-induced landslides	24
Stress-path-dependent behaviour of compacted loess	24
Interaction of flowslides with fixed and movable barriers: centrifuge tests on Baskarp and Vesuvian soils	24
Prediction of ground-borne vibrations induced by impact pile driving: experimental validation of an equivalent linear approach	23
Calculation method for groundwater seepage after tunnel construction	23
The monotonic and cyclic shear behaviour of low plasticity soil treated with biopolymer	23
Effect of initial compaction on geomechanical characteristics of crushable coal mine waste	23
Physical observations of the transient evolution of the porosity distribution during internal erosion using spatial time domain reflectometry	23
Monitoring 3D movement of structures and soil masses using fiber optic cables under the notion of finite element method	23
Exploring Bio-Bentonite Slurry Seepage Control Process in Coarse Sand with Numerical Modeling	22
Characteristics of solid–liquid phase transformation of saturated coral sand subjected to various patterns of cyclic loading	22
Multiscale structural characterizations of anisotropic natural granite residual soil	22
Simulation of cemented paste backfill (CPB) deposition through column experiments: comparisons of field measurements, laboratory measurements, and analytical solutions	22
Fusion of sparse non-co-located measurements from multiple sources for geotechnical site investigation	22
Preliminary investigations of ground failures triggered during the mid-November 2021 atmospheric river event along the southwestern British Columbia highway corridors	21
A practical design method for energy piles incorporating thermal–mechanical soil–structure interaction	21
Investigation of the effects of liquid medium and electrical parameters on hydraulic-electric pulsed discharge rock-breaking	21
Size effect and rock mass strength	21
Optimization of inputs for the application of ANN to rail track granular materials	21
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
Effect of flyash addition to flocculation and freezing and thawing treatment on consolidation of oil sands fluid fine tailings	20
Potassium chloride wells used as quick-clay landslide mitigation: installation procedures, cost–benefit analysis, and recommendations for design	20
Observation and evaluation of soil stratum deformation in reclamation area under ocean tides	19
Model for predicting soil suction via tensiometer cavitation curves: accounting for contact interface resistance and dynamic process of water flow	19
Hydro-mechanical coupled behavior analysis of multi-jointed rock mass under triaxial compression based on the discrete element method	18
Random large-deformation modelling on face stability considering dynamic excavation process during tunnelling through spatially variable soils	18
Progressive failure of backfill behind the integral bridge abutment due to seasonal temperature variation	18
Multi-stage and multi-objective optimization framework for servo-controlled wall deflection during deep excavation	18
Hydration, temperature, and loading paths effect on mechanical and stress relaxation behavior of montmorillonite clay: an MD study	18
Stability analysis for rainfall-infiltrated unsaturated soil slopes subjected to tensile–shear failure following a nonlinear strength criterion	18
A generalized two-step model for predicting thermal conductivity of bentonite-based mixtures in nuclear waste repositories	18
Analysis of water migration in an earthen landfill cover with recycled construction waste	18
Seismic behaviour of scour protection rock berms	17
Upward migration of soil particles induced by the sloshing of slurries under cyclic load: experiments and theoretical explanation	17
Localized behaviour of fluidized subgrade soil subjected to cyclic loading	17

Reply to the discussion by Reid et al. on “Mechanism of failure of the Mount Polley Tailings Storage Facility”	17
Reply to the discussion by Mathias Jensen on “A new interpretation method for matric suction correction to cone penetration test results in unsaturated sand”	17
Identifying ice lens initiation of frozen soils using particle image velocimetry method	17
A consolidation-perforation model for airtightness failure of filter cake during TBM hyperbaric intervention	17
Load transfer mechanism of corroded rockbolt-grouted structures under low strain rate: experimental and theoretical analysis	16
Towards more realistic modelling of sand–rubber mixtures considering shape, deformability, and micro-mechanics	16
A reliability-based assessment framework for drag anchors	16
Experimental study on the suspended sediment settlement characteristics and incipient velocity in the straight-line sedimentation basin of the irrigation headworks	16
Pore-pressure coefficients for unsaturated soils: generalized effective stress approach	16
Compaction, strength, and volume change characteristics of excavated clayey soil stabilized with composite admixture of cement and autoclaved aerated concrete powder	15
Analytical undrained bearing capacity models for spatially variable soils: mechanisms, uncertainty, and diagnostic maps	15
Physical and mechanical performance of an HDPE geomembrane in 10 mining solutions with different pHs	15
Field testing and fracturing mechanism of coal seam fracturing driven by high-pressure gas combustion	15
Influence of sloping ground and pile group on sand reliquefaction behavior using centrifuge modelling	15
Mechanism of failure of the Mount Polley Tailings Storage Facility	15
Critical state and static liquefaction resistance of sand with low-plastic fines via equivalent void ratio concept under varied stress histories	14
Generalized hydro-mechanically coupled hypoplastic constitutive model for unsaturated collapsible soils	14
Sequentially coupled thermal-hydraulic-mechanical simulation for geomechanical assessments of caprock integrity in SAGD	14
A new mathematical model for the estimation of shear modulus for unsaturated compacted soils	14
Directional roof-cutting in composite limestone roofs overlying thick coal seams: mechanism and field application	14
Pneumatic-vibratory probe compaction inducing horizontal stress increase in collapsible loess	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
A climate-responsive hydro-mechanical interaction framework for stability analysis of geosynthetic-reinforced pile-supported embankments	14
Seismic behavior of piles-supported pier-superstructure to liquefaction-induced lateral spreading considering variability of soil permeability	14
Kinematic response of floating single piles in saturated and nearly-saturated soil to P-waves	14
Experimental investigation of dewatering silty tailings using electrokinetic method	14
A novel model for predicting the stress–strain behavior of freeze–thaw-impacted 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 model for the thermal conductivity of multi-phase hydrate-bearing sediments	14
Hydro-mechanical behaviour of Nanyang expansive soil during the wetting–drying cycles	13
Effect of underliner on the strain and puncture response of a bituminous geomembrane in heap leach applications	13
Sequential sparse Bayesian learning of long-term thermomechanical performance of energy piles from limited multi-parameter monitoring data	13
An effective stress-based approach to modeling the hydro-mechanical behavior of unsaturated soils	13
Particle morphology and principal stress direction dependent strength anisotropy through torsional shear testing	13
Integrated risk-based design approach for wedge hazard in underground mining drifts	13
Estimating thaw settlement of coarse-grained permafrost sediments	13
Exploratory application of a novel centre cross diaphragm method for the construction of large cross-section tunnels in soft ground	13
Calibration of strain-softening constitutive model parameters from full-field deformation measurements	13
Evaluation of sleeve friction measurement in soft soils using rate interface tests under different boundary conditions	13
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	13
Sand state parameter from CPT	13
Effects of fines content and stress history on surface erosion of cohesive soils	13
Determination of soft clay parameters from CPTU tests, the FINCONE test sites revisited	13
A calculation model for the width of bank collapse induced by wind waves	13
Deformational behaviors of existing three-line tunnels induced by under-crossing of three-line mechanized tunnels: a case study	13
Creep behavior of ice-rich warm peaty soils along the Trans Alaska Pipeline system at Lost Creek, Alaska	13
Understanding the influence of thermal properties and surface conditions on thermal modelling results at two permafrost sites	13
Framework for thaw consolidation of fine-grained soils	13
Theoretical framework for predicting accumulation of soil berms and peak sliding resistance for tolerably mobile foundations	12
Simple-shear and direct-shear behaviours of grass-rooted soils	12
Experimental investigation of local chemo-mechanical behaviour and temporal development of osmotic consolidation in expansive clay	12
Behavior of an anchored sheet pile quay in soft clay reinforced by various structural types of cemented soil	12
DMFS: differentiable modeling for frozen soil thermodynamic characteristics	12
Three-dimensional stress–strain and strength behavior of silt–clay transition soils	12
Estimation of confidence in the calculated resistance factor for simple limit states with limited data for load and resistance model bias	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
Strength improvement of high organic dredged soil by solidification/oxidization synergistic method	12
Field test on cross-sectional behaviors of a retaining energy pile subjected to horizontal loads	12
Geotechnical performance of fine tailings in an oil sands pit lake	11
Rheological behaviour of dilute soil-water mixtures: role of interactions from colloidal and non-colloidal particles	11
Root–soil interface friction jointly amplified by high root density and shear deflection	11
Fast stratification of geological cross-section from CPT results with missing data using multitask and modified Bayesian compressive sensing	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
Performances of a large-scale deep excavation with multi-support types and zoned excavation technique in Shanghai soft soil	11
Innovative subsurface stratigraphy interpretation by integrating electrical resistivity tomography and borehole data	11
Effect of compressibility on the stress state of wet and dry bauxite residue	11
Hydraulic conductivity of air-dried bentonite–sand blocks permeated with synthetic groundwater from radioactive waste repository	11
Strength of partially frozen sand under triaxial compression	11
Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests	11
Data-driven recovery of incomplete geotechnical dataset using low-rank matrix completion	11
Metal corrosion in partially saturated sands: pore fluid conductivity and water saturation	11
Generalized effective stress of dual-porosity geomaterials considering thermochemical effects	11
Diaphragm wall lateral movement in deep excavations in Bangkok clays: impacts and influencing factors	11
Use of an artificial neural network model for estimation of unfrozen water content in frozen soils	11
Subsurface exploration using MASW technique—an inversion combining predominant mode with genetic algorithm	11
Measurement of soil deformations in vane shear tests on low-strength clays	10
Centrifuge modeling of end-bearing slender energy pile performance under temperature cycles	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
Characterization of pore structures in coral reef limestones and DEM simulations of compressive failure	10
Use of rigid inclusions for foundations of container yards	10

Cavity expansion–contraction-based interpretation of pressuremeter tests in sand	10
LRFD calibration for soil failure limit state using the Stiffness Method	10
Evaluation of the liquefaction potential of filtered tailings stacks by means of laboratory investigation	10
Experimental Investigation of Suction Installation Behavior of Caissons in Loose Saturated Sands	10
Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays	10
Laboratory and numerical analyses on polyurethane–scrap rubber-reinforced base layer	10
Development of a speargun projectile penetrometer in soil	10
A round robin study for benchmarking the measurement of soil shrinkage curve (SSC)	10
Effects of rubber-intermixed ballast on train loading response through field monitoring in Western Sydney	10
Experimental investigation on the water migration and deformation of widely graded coarse soil under drying–wetting cycles	10
Study on the failure mechanism of a tunnel reinforced by a heterogeneous grouting layer based on the upper bound method	10
The effect of thermoactivated pile spacing on the thermo-mechanical response of energy soldier piled walls—experimental study and initial numerical observations	10
A hybrid cohesive phase-field numerical method for the stability analysis of rock slopes with discontinuities	10
Micro-mechanical behavior of nanosilica-treated high-sulfate soils	10
Use of recycled tyre segments to enhance the stability of ballasted track by increased confinement	10
Enhancing water infiltration in a capillary barrier using superabsorbent polymers under extreme rainfall	10
Evaluating the movement of dissolved porewater species through a marine sediment 51 years after establishment of a pulp and paper effluent stabilization basin	10
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	10
Bentonite slurry modification through enzyme-induced carbonate precipitation for the filter cake formation in high-permeability sand during slurry shield tunneling	9
Effect of loading rate on the undrained bearing capacity of nonassociated clay	9
Real-scale tests on the cyclic response of trees under toppling loads: experimental investigation and geotechnical interpretative framework	9
Lateral ground movement effects near a joint of MDPE gas distribution pipes	9
Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils	9
Role of substrate roughness in soil desiccation cracking	9
A time-varying critical acceleration framework for an embedded cantilever retaining wall in saturated sand	9
Evolution of structure and anisotropic shear stiffness of compacted loess during compression	9
An upper-bound solution for ground collapse induced by shallow rectangular cavity in unsaturated soils	9
Rheological and infiltration properties of wheat straw powder-containing slurry for slurry shield tunneling	9
Quantifying pore-scale heterogeneity of drying and wetting soil water retention behavior using X-ray computed tomography	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
Consolidation performance of oil sands tailings: data-driven insights and practical implications for tailings landforms closure and design	9
A multi-basis spacing algorithm for modeling directional uncertainty in in situ block size distribution of rock masses with non-persistent joints	9
Experimental study on the resilient behavior of unbound granular materials and the evaluation of prediction model	9
Drag anchor behaviour in soft clay deposits: model investigation in transparent clay surrogate and analytical predictions	9
Joint analysis of macroscopic response and microfabric evolution of coral sand during earthquake-induced liquefaction	9
Roof stability of tunnels with varied burial depth in rock strata following a modified HB criterion	9
Deep learning-based surrogate model to estimate scour around slab-on-grade foundations subjected to flooding conditions	9
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	9
Discontinuity surface orientation extraction and cluster analysis based on point cloud data	8
Effect of the driving system on Hardin-type resonant columns	8
Experimental investigation of marine soil stabilization with recycled aggregates and MgO: implications for CO2 sequestration	8
Deformation and Failure Characteristics of Sublevel Tunnels under Triple-Level Combined Backfill Mining in Steeply-Dipping and Ultra-Thick Orebodies	8
Physicochemical deterioration mechanism of red-bed mudstone during water–rock interactions: insights from soaking experiments	8
Assessment of piles’ resistance driven sequentially in fine-grained soils using pile load tests	8
Note of appreciation	8
Model for the prediction of residual shear strength of unsaturated soils	8
Assessing Hydraulic Fracturing in Earthen-Rockfill Dam Core based on Extended Finite Element (XFEM) Framework	8
Centrifuge modeling on effectiveness of liquefaction mitigation measures for clayey sand ground under large dams	8
Assessment of the unified design method for piles subjected to negative skin friction using field studies and numerical modeling	8
A numerical investigation on the effect of rotation on the cone penetration test	8
Effect of particle size and particle size distribution on critical state loci of granular soils	8
Interpretation of uplift pipeline–soil interaction behaviour using acoustic emission measurements	8
Field performance of four vibrating-wire piezometer installation methods	8
Undrained cavity expansion–contraction analysis in CASM and its application for pressuremeter tests	8
Enhanced estimate of fracture network dimensions by injection of non-Newtonian fluids	8
Theoretical and field investigation into the vacuum formation in the siphon-vacuum drainage system for soft ground improvement	8
X-ray CT quantification of in situ fabric evolution and shearing behaviour of granular soils of different particle shapes	8
Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay	8
Stability and load-displacement behaviour of axially cyclic loaded displacement piles in sands	8
Multiscale investigation of calcined clays for stabilisation of natural clays	8
Visualized direct shear test of the interface between gravelly sand and concrete pipe	8
Reappraisal of reliability of a slope through hybridisation of regional and site-specific soil shear strength information	8
Risk-informed design of debris-flow mitigation at Cheekeye Fan	8
A pore-water distribution model for the estimation of the hydraulic conductivity of stiff unsaturated soil during the wetting process	8
Analytical solutions for the stability of stone column-supported and geosynthetic-reinforced embankment	8
Shadowing effect of an existing tunnel on the evolution of soil arching: impact of tunnel shape	8
Water retention model for hydrate-bearing sediments considering pore structure evolution	8
Long-term soil thermal imbalance analysis of the energy pile considering ambient thermal boundary	8
Multiscale mechanical behaviour of sand–steel structure interface for deep underground space	8
Characterization of a New Jersey coastal plain authigenic glauconite sand test site	7
Suction and anisotropy effects on the stiffness characteristics of a compacted lateritic clay from small to large strains	7
Impact of (Na, Ca)NO3 concentration on the deviatoric mechanical behaviour of Boom Clay	7
Contrast experiments on breaching characteristics of landslide dams and debris-flow dams	7
A practical method for forecasting rockfall ditch effectiveness deterioration	7
Deformational response of a marine silty-clay with varying organic content in the triaxial compression space	7
Cyclic and post-cyclic behaviour of compacted and intact completely decomposed soils subjected to blasting vibrations	7
Effects of extreme temperature cycles on deterioration of unsaturated embankment: centrifuge and THM modelling	7
Feasibility study of using bench-scale centrifugation for segregation and consolidation behaviour of oil sands tailings products	7
Development of unified p–y curve model for clays using finite element analysis of laterally loaded piles	7
Evaluation of prediction models for tip resistances of rock-socketed drilled shafts	7
Effects of structure and pore-water chemistry on critical state behavior of bauxite residue	7
Characteristics and mechanism of large deformation of squeezing tunnel in phyllite stratum	7
Digital image-based measurement of degree of saturation on moving soil	7
Temperature-dependent behaviour and microstructure of fungus-treated carbonate sand	7
Insights into 3D particle crushing under dynamic conditions using an improved variable bond force peridynamic model	7
Pressure infiltration behavior and fluid loss of bentonite slurry: a comparative study of two bentonite slurries	7
Influence of fine content on the behavior of sandy soils undergoing artificial freezing in triaxial conditions	7
Effects of stress anisotropy on dynamic properties of soils	7
Rockfall motion using a Smart Rock sensor	7
A catastrophic flood event layer in Champlain Sea sediments recorded at the 2010 St. Jude landslide (Québec, Canada): regional stratigraphic insights from piezocone data	7
THE NON-MONOTONIC SHAPE OF THE LOADING-COLLAPSE CURVE FOR PARTIALLY SATURATED SOILS	7
Centrifuge modeling of the run-out behavior of fly ash deposits subjected to a loss of confinement	7
Medium-high density soft micrites: impact of microstructural features on state and compressibility	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
Modelling retrogressive failure of quick clay using fully coupled flow-deformation SPH framework: the Gjerdrum (Norway) landslide case	7