Canadian Geotechnical Journal

(The TQCC of Canadian Geotechnical Journal is 7. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-02-01 to 2024-02-01.)
Strength and Permeability of Bentonite-Assisted Biocemented Coarse Sand80
Undrained triaxial tests on water-saturated methane hydrate–bearing clayey-silty sediments of the South China Sea71
Dynamic response of pile groups subjected to horizontal loads64
Hydromechanical modeling of granular soils considering internal erosion56
Detailed amount of particle breakage in nonuniformly graded sands under one-dimensional compression56
Investigation of particle breakage under one-dimensional compression of sand using X-ray microtomography49
Laboratory study on subgrade fluidization under undrained cyclic triaxial loading48
Cone penetration test (CPT)-based subsurface soil classification and zonation in two-dimensional vertical cross section using Bayesian compressive sampling47
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation45
Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics44
Bayesian neural network-based uncertainty modelling: application to soil compressibility and undrained shear strength prediction42
Discrete element model (DEM) simulations of cone penetration test (CPT) measurements and soil classification40
Effect of microstructure on shear strength and dilatancy of unsaturated loess at high suctions38
Improving consolidation of dredged slurry by vacuum preloading using prefabricated vertical drains (PVDs) with varying filter pore sizes36
Analysis of sand – woven geotextile interface shear behavior using discrete element method (DEM)35
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis32
Impact force of granular flows on walls normal to the bottom: slow versus fast impact dynamics30
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy29
Experimental study of one-dimensional compression creep in crushed dry coral sand27
Quantifying progressive failure of micro-anchored fiber optic cable–sand interface via high-resolution distributed strain sensing27
Effects of inclusion of granulated rubber tires on the mechanical behaviour of a compressive sand25
Influence of grass roots on shear strength of pyroclastic soils25
Tensile strength of sands treated with microbially induced carbonate precipitation25
The critical state line of nonplastic tailings25
Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand25
Interaction between dry granular flow and rigid barrier with basal clearance: analytical and physical modelling24
An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements24
Statistical evaluation of model factors in reliability calibration of high-displacement helical piles under axial loading24
Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study24
Quasi-site-specific prediction for deformation modulus of rock mass24
Systematic approach to assessing the applicability of fly-ash-based geopolymer for clay stabilization23
How distribution characteristics of a soil property affect probabilistic foundation settlement — from the aspect of the first four statistical moments22
Characterization of silty soil thin layering and groundwater conditions for liquefaction assessment22
Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand22
Small-strain shear modulus of calcareous sand under anisotropic consolidation22
Exploring the effect of biopolymers in near-surface soils using xanthan gum–modified sand under shear22
A coupled CFD–DEM investigation of internal erosion considering suspension flow21
Material point method (MPM) hydro-mechanical modelling of flows impacting rigid walls21
Evaluation of self-penetration potential of a bio-inspired site characterization probe by cavity expansion analysis21
Monotonic and cyclic behaviour of root-reinforced sand21
Movement of water in compacted bentonite and its relation with swelling pressure21
Analysis of helical soil-nailed walls under static and seismic conditions21
Effect of infill materials on vibration isolation efficacy of geocell-reinforced soil beds21
Improved understanding of geogrid response to pullout loading: insights from three-dimensional finite-element analysis21
Field and theoretical analysis of response of axially loaded grouted drilled shafts in extra-thick fine sand21
Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry20
Thermo-mechanical behavior of a full-scale energy pile equipped with a spiral pipe configuration20
A finite element approach for determining the full load–displacement relationship of axially loaded shallow screw anchors, incorporating installation effects20
Effect of nearby piles and soil properties on thermal behaviour of a field-scale energy pile19
Runout simulation of seismic landslides using discontinuous deformation analysis (DDA) with state-dependent shear strength model19
Landslide hazard assessment by smoothed particle hydrodynamics with spatially variable soil properties and statistical rainfall distribution19
Drained expansion responses of a cylindrical cavity under biaxial in situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model19
Toward a generalized guideline to inform optimal site investigations for pile design19
Effect of density on skin friction response of piles embedded in sand by simple shear interface tests18
Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials18
Field testing of rocking foundations in cohesive soil: cyclic performance and footing mechanical response18
Creep and consolidation of a stiff clay under saturated and unsaturated conditions18
Soil curling process and its influencing factors18
On three-dimensional SPH modelling of large-scale landslides17
Dynamic response of soil–pile–structure system subjected to lateral spreading: shaking table test and parallel finite element simulation17
Liquefaction and post-liquefaction assessment of lightly cemented sands17
DEM modeling of one-dimensional compression of sands incorporating statistical particle fragmentation scheme17
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes16
Evaluation of additional confinement for three-dimensional geoinclusions under general stress state16
Longevity of 12 geomembranes in chlorinated water16
Numerical study on deformation characteristics of fibre-reinforced load-transfer platform and columns-supported embankments16
Field investigation of shallow soft-soil highway subgrade treated by mass carbonation technology16
Centrifuge modelling of uplift response of suction caisson groups in soft clay16
Towards rational use of baffle arrays on sloped and horizontal terrain for filtering boulders15
Exhumation and performance of an Antarctic composite barrier system after 4 years exposure15
Observed long-term differential settlement of metro structures built on soft deposits in the Yangtze River Delta region of China15
Study on horizontal bearing characteristics of pile foundations in coral sand15
Impact of initial structural heterogeneity on long-term swelling behavior of MX80 bentonite pellet/powder mixtures14
Strength envelope of granular soil stabilized by multi-axial geogrid in large triaxial tests14
Resilient behavior of coarse granular materials in three-dimensional stress state14
On evolving size and shape of gas bubble in marine clay under multi-stage loadings: microcomputed tomography (μCT) characterization and cavity contraction analysis14
Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion14
Discrete element modelling of rock creep behaviour using rate process theory14
Post-erosion mechanical response of internally unstable soil of varying size and flow regime14
Effect of technological voids on swelling behaviour of compacted bentonite–claystone mixture14
Degradation of crumb rubber modified railway ballast under impact loading considering aggregate gradation and rubber size14
Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations14
Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test14
Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities14
Soil-water characteristic curves of bentonites in isochoric conditions during wetting: measurement and prediction13
Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine clay under monotonic and cyclic loading13
Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study13
Upper-bound limit analysis of soils with a nonlinear failure criterion13
Static liquefaction behaviour of gold mine tailings13
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method13
Passive arching in rubberized sand backfills13
Frost heave and thaw consolidation modelling. Part 2: One-dimensional thermohydromechanical (THM) framework13
Water flow in unsaturated soils subjected to multiple infiltration events13
Application of neural networks for the reliability design of a tunnel in karst rock mass13
Threshold fines content and behavior of sands with nonplastic silts13
Effect of a vacuum gradient on the consolidation of dredged slurry by vacuum preloading13
Mapping soil nail loads using Federal Highway Administration (FHWA) simplified models and artificial neural network technique13
Laboratory-scale pull-out tests on a geothermal energy pile in dry sand subjected to heating cycles13
A microstructure-based elastoplastic model to describe the behaviour of a compacted clayey silt in isotropic and triaxial compression13
Cyclic behavior of gravel–steel interface under varying rotational shear paths12
Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess12
Oxygen migration through a cover with capillary barrier effects colonized by roots12
Second ISSMGE R. Kerry Rowe Lecture: On the intrinsic, state, and fabric parameters of active clays for contaminant control12
Crack-resistant cement–bentonite cut-off wall materials incorporating superabsorbent polymers12
Frost heave and thaw consolidation modelling. Part 1: A water flux function for frost heaving12
Cyclic thermomechanical response of fine-grained soil−concrete interface for energy piles applications12
Assessment of reclamation-induced consolidation settlement considering stratigraphic uncertainty and spatial variability of soil properties12
Discussion of “Probabilistic seismic slope stability analysis and design”12
Modelling seasonal ratcheting and progressive failure in clay slopes: a validation12
Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions12
Geotechnical centrifuge modelling of retrogressive sensitive clay landslides12
Effects of microorganism within organic matter on the mechanical behaviour of solidified municipal dredged mud12
Field and laboratory behaviour of fine-grained soil stabilized with lime12
Effect of bentonite slurry on the function of foam for changing the permeability characteristics of sand under high hydraulic gradients11
Towards a simple and reliable method for calculating uplift capacity of plate anchors in sand11
Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation11
The changing strength of carbonate silt: parallel penetrometer and foundation tests with cyclic loading and reconsolidation periods11
Using discrete element method (DEM) to create a cone penetration test (CPT)-based method to estimate the installation requirements of rotary-installed piles in sand11
Dyadic wavelet analysis of bender element signals in determining shear wave velocity11
Pullout behaviour of inclined shallow plate anchors in sand11
Thermodynamic-based cross-scale model for structural soil with emphasis on bond dissolution11
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements11
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier11
Influence of bacterial suspension type on the strength of biocemented sand11
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations11
Field study of pile – prefabricated vertical drain (PVD) interaction in soft clay11
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress11
Shearing behaviour of vegetated soils with growing and decaying roots11
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model10
Damping characteristics of full-scale grouped helical piles in dense sands subjected to small and large shaking events10
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations10
Experimental measurement of monotonic and cyclic lateral resistance of risers and pipelines in Gulf of Mexico clays10
Increasing density and cement content in stabilization of expansive soils: Conflicting or complementary procedures for reducing swelling?10
Temperature effects on dredged slurry performance under vacuum preloading10
Generalized effective stress concept for saturated active clays10
Small strain stiffness for granite residual soil: effect of stress ratio10
Use of a bounding surface model in predicting element tests and capacity in boundary value problems10
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands10
Analysis of settlements in piled raft systems founded in soft soil under consolidation process10
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile9
Apparent salt diffusion coefficients for soil–bentonite backfills9
Impact of scour on lateral resistance of wind turbine monopiles: an experimental study9
Properties of mine tailings for static liquefaction assessment9
The role of the phase shift of fine particles on debris flow behavior: an numerical simulation for a debris flow in Illgraben, Switzerland9
Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach9
Evaluation of capillary water retention effects on the development of the suction stress characteristic curve9
Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads9
Exploring the mechanical response of low-carbon soil improvement mixtures9
Effects of plant morphology on root–soil hydraulic interactions of Schefflera heptaphylla9
Large-scale experimental evaluation of soil saturation effect on behaviour of buried pipes under operational loads9
Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties9
DEM study of the alteration of the stress state in granular media around a bio-inspired probe9
Interaction between cement clinker constituents and clay minerals and their influence on the strength of cement-based stabilized soft clay9
Quantitative risk assessment of rock slope instabilities that threaten a highway near Canmore, Alberta, Canada: managing risk calculation uncertainty in practice9
Updated skeleton void ratio for gravelly sand mixtures considering effect of grain-size distribution9
Experimental study of hydromechanical behaviour of a compacted lateritic sandy lean clay9
Characterization of a gold tailings with hypersaline pore fluid9
Axial performance of micropile groups in cohesionless soil from full-scale tests9
Geomaterial classification criteria for design and construction of driven steel H-piles9
Laboratory study of low-sulfide tailings covers with elevated water table to prevent acid mine drainage8
Modelling microbial growth and biomass accumulation during methane oxidation in unsaturated soil8
Effects of high differential stress and mineral properties on deformation and failure mechanism of hard rocks8
Development and validation of a method to predict the soil thermal conductivity using thermal piezocone penetration testing (T-CPTU)8
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology8
Soil-water retention curve model for fine-grained soils accounting for void ratio–dependent capillarity8
Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake8
Relationship between matric suction and leaf indices of Schefflera arboricola in biochar amended soil8
A novel short pile foundation system bonded to highly cemented layers for settlement control8
Comparison of small-strain shear modulus and Young’s modulus of dry sand measured by resonant column and bender–extender element8
Diffusion through sodium and polymer enhanced bentonites exposed to dilute and aggressive solutions8
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading8
An experimental investigation of the response of slender protective structures to rockfall impacts8
Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading8
A 3D visualization method for identifying fabric characteristics during suffusion using transparent soil8
Comparative analyses of alternative breakthrough curves from cumulative mass column testing of soil–bentonite backfills8
Compressibility and permeability of sand–silt tailings mixtures8
Failure mechanisms in two-layer undrained slopes8
Bearing capacity of spread footings on aggregate pier–reinforced clay: updates and stress concentration8
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil8
Performance of highway embankments in the Arctic constructed under winter conditions8
Thermal behaviour and performance of two field experimental insulation covers to control sulfide oxidation at Meadowbank mine, Nunavut8
Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand7
Optimization of grouting method and axial performance of pressure-grouted helical piles7
Strain-softening model evaluating geobelt–clay interaction validated by laboratory tests of sensor-enabled geobelts7
Effect of subgrade on tensile strains in a geomembrane for tailings storage applications7
Marine soil behaviour classification using piezocone penetration test (CPTu) and borehole records7
Investigation of a decommissioned landfill barrier system containing polychlorinated biphenyl (PCB) waste after 25 years in service7
Shallow penetrometer tests: theoretical and experimental modelling of penetration and dissipation stages7
Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays7
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update7
Downwards force–displacement response of buried pipelines during dip–slip faulting in sandy soil7
Consolidation of hard rock tailings under positive and negative pore-water pressures: testing procedures and experimental results7
Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls7
Characteristic strength of soils underlying foundations considering effect of spatial variability7
Bentonite swelling characteristics with a hypersaline multi-component pore fluid7
Improved cone penetration test predictions of the state parameter of loose mine tailings7
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry7
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests7
Nonlinear solutions for laterally loaded piles7
Visualized direct shear test of the interface between gravelly sand and concrete pipe7
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow7
Pile driveability in low- to medium-density chalk7