Canadian Geotechnical Journal

Article	Citations
Strength and Permeability of Bentonite-Assisted Biocemented Coarse Sand	88
Undrained triaxial tests on water-saturated methane hydrate–bearing clayey-silty sediments of the South China Sea	77
Dynamic response of pile groups subjected to horizontal loads	64
Detailed amount of particle breakage in nonuniformly graded sands under one-dimensional compression	60
Investigation of particle breakage under one-dimensional compression of sand using X-ray microtomography	50
Laboratory study on subgrade fluidization under undrained cyclic triaxial loading	49
Cone penetration test (CPT)-based subsurface soil classification and zonation in two-dimensional vertical cross section using Bayesian compressive sampling	48
A hybrid GMDH neural network and logistic regression framework for state parameter–based liquefaction evaluation	48
Bayesian neural network-based uncertainty modelling: application to soil compressibility and undrained shear strength prediction	46
Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics	44
Discrete element model (DEM) simulations of cone penetration test (CPT) measurements and soil classification	44
Probabilistic investigation of the seismic displacement of earth slopes under stochastic ground motion: a rotational sliding block analysis	36
Impact force of granular flows on walls normal to the bottom: slow versus fast impact dynamics	34
Smart determination of borehole number and locations for stability analysis of multi-layered slopes using multiple point statistics and information entropy	29
Experimental study of one-dimensional compression creep in crushed dry coral sand	29
Quantifying progressive failure of micro-anchored fiber optic cable–sand interface via high-resolution distributed strain sensing	29
Quasi-site-specific prediction for deformation modulus of rock mass	28
Systematic approach to assessing the applicability of fly-ash-based geopolymer for clay stabilization	27
The critical state line of nonplastic tailings	27
Tensile strength of sands treated with microbially induced carbonate precipitation	27
An approach to high-density polyethylene (HDPE) geomembrane selection for challenging design requirements	26
Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand	26
Effects of inclusion of granulated rubber tires on the mechanical behaviour of a compressive sand	25
Influence of grass roots on shear strength of pyroclastic soils	25
Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand	24

Effect of infill materials on vibration isolation efficacy of geocell-reinforced soil beds	24
Effects of electrokinetic phenomena on the load-bearing capacity of different steel and concrete piles: a small-scale experimental study	24
Experimental study of the evolution of soil arching effect under cyclic loading based on trapdoor test and particle image velocimetry	24
Exploring the effect of biopolymers in near-surface soils using xanthan gum–modified sand under shear	23
A coupled CFD–DEM investigation of internal erosion considering suspension flow	23
Analysis of helical soil-nailed walls under static and seismic conditions	23
A finite element approach for determining the full load–displacement relationship of axially loaded shallow screw anchors, incorporating installation effects	23
Landslide hazard assessment by smoothed particle hydrodynamics with spatially variable soil properties and statistical rainfall distribution	23
Monotonic and cyclic behaviour of root-reinforced sand	23
Material point method (MPM) hydro-mechanical modelling of flows impacting rigid walls	23
Movement of water in compacted bentonite and its relation with swelling pressure	22
Small-strain shear modulus of calcareous sand under anisotropic consolidation	22
Drained expansion responses of a cylindrical cavity under biaxial in situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model	22
How distribution characteristics of a soil property affect probabilistic foundation settlement — from the aspect of the first four statistical moments	22
Effect of nearby piles and soil properties on thermal behaviour of a field-scale energy pile	22
Thermo-mechanical behavior of a full-scale energy pile equipped with a spiral pipe configuration	21
Evaluation of self-penetration potential of a bio-inspired site characterization probe by cavity expansion analysis	21
On three-dimensional SPH modelling of large-scale landslides	20
Runout simulation of seismic landslides using discontinuous deformation analysis (DDA) with state-dependent shear strength model	20
Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials	20
Creep and consolidation of a stiff clay under saturated and unsaturated conditions	20
Toward a generalized guideline to inform optimal site investigations for pile design	19
Field testing of rocking foundations in cohesive soil: cyclic performance and footing mechanical response	19
Effect of density on skin friction response of piles embedded in sand by simple shear interface tests	18
Dynamic response of soil–pile–structure system subjected to lateral spreading: shaking table test and parallel finite element simulation	18
Longevity of 12 geomembranes in chlorinated water	17
Centrifuge modelling of uplift response of suction caisson groups in soft clay	17
Field investigation of shallow soft-soil highway subgrade treated by mass carbonation technology	17
Soil-water retention behaviour of fine/coarse soil mixture with varying coarse grain contents and fine soil dry densities	17
DEM modeling of one-dimensional compression of sands incorporating statistical particle fragmentation scheme	17
Numerical study on deformation characteristics of fibre-reinforced load-transfer platform and columns-supported embankments	16
Numerical verification of the Concentric Arches model for geosynthetic-reinforced pile-supported embankments: applicability and limitations	16
Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion	16
Observed long-term differential settlement of metro structures built on soft deposits in the Yangtze River Delta region of China	16
Study on horizontal bearing characteristics of pile foundations in coral sand	16
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes	16
Assessment of reclamation-induced consolidation settlement considering stratigraphic uncertainty and spatial variability of soil properties	16
Effects of screw pile installation on installation requirements and in-service performance using the discrete element method	16
Towards rational use of baffle arrays on sloped and horizontal terrain for filtering boulders	16
Frost heave and thaw consolidation modelling. Part 2: One-dimensional thermohydromechanical (THM) framework	15
Geotechnical centrifuge modelling of retrogressive sensitive clay landslides	15
Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test	15
Discrete element modelling of rock creep behaviour using rate process theory	15
On evolving size and shape of gas bubble in marine clay under multi-stage loadings: microcomputed tomography (μCT) characterization and cavity contraction analysis	15
Exhumation and performance of an Antarctic composite barrier system after 4 years exposure	15
Impact of initial structural heterogeneity on long-term swelling behavior of MX80 bentonite pellet/powder mixtures	15
Static liquefaction behaviour of gold mine tailings	15
Resilient behavior of coarse granular materials in three-dimensional stress state	15
Effect of bentonite slurry on the function of foam for changing the permeability characteristics of sand under high hydraulic gradients	14
Passive arching in rubberized sand backfills	14

Effect of a vacuum gradient on the consolidation of dredged slurry by vacuum preloading	14
Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess	14
Post-erosion mechanical response of internally unstable soil of varying size and flow regime	14
Effect of technological voids on swelling behaviour of compacted bentonite–claystone mixture	14
Degradation of crumb rubber modified railway ballast under impact loading considering aggregate gradation and rubber size	14
Cyclic thermomechanical response of fine-grained soil−concrete interface for energy piles applications	14
Visualized direct shear test of the interface between gravelly sand and concrete pipe	14
Soil-water characteristic curves of bentonites in isochoric conditions during wetting: measurement and prediction	13
Mapping soil nail loads using Federal Highway Administration (FHWA) simplified models and artificial neural network technique	13
Subsurface settlements of shield tunneling predicted by 2D and 3D constitutive models considering non-coaxiality and soil anisotropy: a case study	13
Use of a bounding surface model in predicting element tests and capacity in boundary value problems	13
Oxygen migration through a cover with capillary barrier effects colonized by roots	13
Discussion of “Probabilistic seismic slope stability analysis and design”	13
Field and laboratory behaviour of fine-grained soil stabilized with lime	13
Laboratory-scale pull-out tests on a geothermal energy pile in dry sand subjected to heating cycles	13
Three-dimensional large deformation modeling of landslides in spatially variable and strain-softening soils subjected to seismic loads	13
Influence of bacterial suspension type on the strength of biocemented sand	13
Effects of microorganism within organic matter on the mechanical behaviour of solidified municipal dredged mud	13
Application of neural networks for the reliability design of a tunnel in karst rock mass	13
Crack-resistant cement–bentonite cut-off wall materials incorporating superabsorbent polymers	13
A microstructure-based elastoplastic model to describe the behaviour of a compacted clayey silt in isotropic and triaxial compression	13
Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine clay under monotonic and cyclic loading	13
Modelling seasonal ratcheting and progressive failure in clay slopes: a validation	12
Pullout behaviour of inclined shallow plate anchors in sand	12
Analysis of settlements in piled raft systems founded in soft soil under consolidation process	12
Cyclic behavior of gravel–steel interface under varying rotational shear paths	12
Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions	12
The effects of upstream flexible barrier on the debris flow entrainment and impact dynamics on a terminal barrier	12
Frost heave and thaw consolidation modelling. Part 1: A water flux function for frost heaving	12
Experimental study on progressive collapse mechanism in braced and tied-back retaining systems of deep excavations	12
The changing strength of carbonate silt: parallel penetrometer and foundation tests with cyclic loading and reconsolidation periods	11
Using discrete element method (DEM) to create a cone penetration test (CPT)-based method to estimate the installation requirements of rotary-installed piles in sand	11
Increasing density and cement content in stabilization of expansive soils: Conflicting or complementary procedures for reducing swelling?	11
Properties of mine tailings for static liquefaction assessment	11
Joint kinematics and sealing capacity assessment of ductile iron pipes under abrupt transverse ground movements	11
Analysis of particle corner-breakage effect on pile penetration in coral sand: model tests and DEM simulations	11
Shearing behaviour of vegetated soils with growing and decaying roots	11
Towards a simple and reliable method for calculating uplift capacity of plate anchors in sand	11
Centrifuge modeling of the influence of joint stiffness on pipeline response to underneath tunnel excavation	11
The role of the phase shift of fine particles on debris flow behavior: an numerical simulation for a debris flow in Illgraben, Switzerland	11
Experimental measurement of monotonic and cyclic lateral resistance of risers and pipelines in Gulf of Mexico clays	11
Dyadic wavelet analysis of bender element signals in determining shear wave velocity	11
Thermodynamic-based cross-scale model for structural soil with emphasis on bond dissolution	11
Drained solution for cylindrical cavity expansion in modified Cam clay soil under constant vertical stress	11
Evaluating the thermal performance of unsaturated bentonite–sand–graphite as buffer material for waste repository using an improved prediction model	10
Impact of scour on lateral resistance of wind turbine monopiles: an experimental study	10
Bearing capacity of spread footings on aggregate pier–reinforced clay: updates and stress concentration	10
Prediction of soil-water characteristic curves using two artificial intelligence (AI) models and AI aid design method for sands	10
Reliability assessment of rainfall-induced slope stability using Chebyshev–Galerkin–KL expansion and Bayesian approach	10
DEM study of the alteration of the stress state in granular media around a bio-inspired probe	10
Temperature effects on dredged slurry performance under vacuum preloading	10
Diffusion through sodium and polymer enhanced bentonites exposed to dilute and aggressive solutions	10
Effects of plant morphology on root–soil hydraulic interactions of Schefflera heptaphylla	10
An experimental investigation of the response of slender protective structures to rockfall impacts	10
Generalized effective stress concept for saturated active clays	10
Small strain stiffness for granite residual soil: effect of stress ratio	10
Updated skeleton void ratio for gravelly sand mixtures considering effect of grain-size distribution	10
Damping characteristics of full-scale grouped helical piles in dense sands subjected to small and large shaking events	10
Reliability assessment of slopes with three-dimensional rotated transverse anisotropy in soil properties	10
Formation mechanism of clogging of dredge slurry under vacuum preloading visualized using digital image technology	10
Development and validation of a method to predict the soil thermal conductivity using thermal piezocone penetration testing (T-CPTU)	9
Performance of highway embankments in the Arctic constructed under winter conditions	9
Interaction between cement clinker constituents and clay minerals and their influence on the strength of cement-based stabilized soft clay	9
Relationship between matric suction and leaf indices of Schefflera arboricola in biochar amended soil	9
Nonlinear solutions for laterally loaded piles	9
Characterization of a gold tailings with hypersaline pore fluid	9
Evaluation of capillary water retention effects on the development of the suction stress characteristic curve	9
Apparent salt diffusion coefficients for soil–bentonite backfills	9
Experimental study of hydromechanical behaviour of a compacted lateritic sandy lean clay	9
Axial performance of micropile groups in cohesionless soil from full-scale tests	9
Geomaterial classification criteria for design and construction of driven steel H-piles	9
Mathematical characterization of pile–soil interface boundary for consolidation analysis of soil around permeable pipe pile	9
The 2016 landslide at Saint-Luc-de-Vincennes, Quebec: geotechnical and morphological analysis of a combined flowslide and spread	9
Soil-water retention curve model for fine-grained soils accounting for void ratio–dependent capillarity	8
Improved cone penetration test predictions of the state parameter of loose mine tailings	8
Laboratory study of low-sulfide tailings covers with elevated water table to prevent acid mine drainage	8
Comparison of small-strain shear modulus and Young’s modulus of dry sand measured by resonant column and bender–extender element	8
Influence of specimen nonuniformity and end restraint conditions on drained triaxial compression test results in sand	8
Consolidation of hard rock tailings under positive and negative pore-water pressures: testing procedures and experimental results	8
Vibro-fluidization of sand under coupled static loading and high-frequency cyclic loading	8

Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake	8
Optimization of grouting method and axial performance of pressure-grouted helical piles	8
Deformation of Tianjin soft clay and corresponding micromechanism under cyclic loading	8
Influences of initial anisotropy and principal stress rotation on the undrained monotonic behavior of a loose silica sand	8
Comparative analyses of alternative breakthrough curves from cumulative mass column testing of soil–bentonite backfills	8
Compressibility and permeability of sand–silt tailings mixtures	8
A novel short pile foundation system bonded to highly cemented layers for settlement control	8
Effects of high differential stress and mineral properties on deformation and failure mechanism of hard rocks	8
Centrifuge modelling of a tetrapod jacket foundation under lateral cyclic and monotonic loading in soft soil	8
Estimation of the hydraulic conductivity of unsaturated soil incorporating the film flow	8
Field axial loading tests of screw micropiles in sand	8
Thermal behaviour and performance of two field experimental insulation covers to control sulfide oxidation at Meadowbank mine, Nunavut	8
Shield kinematics and its influence on ground settlement in ultra-soft soil: a case study in Suzhou	8
A 3D visualization method for identifying fabric characteristics during suffusion using transparent soil	8
Downwards force–displacement response of buried pipelines during dip–slip faulting in sandy soil	8
Seismic response of pile groups improved with deep cement mixing columns in liquefiable sand: shaking table tests	8
Failure mechanisms in two-layer undrained slopes	8
Reliability-based formulation of building vulnerability to debris flow impacts	8
A new method and apparatus for measuring in situ air permeability of unsaturated soil	7
Numerical modeling of clogging of landfill leachate collection systems with co-disposal of municipal solid waste (MSW) and incinerator ash	7
Reliability-based design and analysis for internal limit states of steel grid–reinforced mechanically stabilized earth walls	7
Robust methods to estimate large-strain consolidation parameters from column experiments	7
Centrifuge model study on settlement of strip footing subject to rising water table in loess	7
Pile driveability in low- to medium-density chalk	7
Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays	7
Evaluation of flow liquefaction and liquefied strength using the cone penetration test: an update	7
Effect of subgrade on tensile strains in a geomembrane for tailings storage applications	7
Exploring the mechanical response of low-carbon soil improvement mixtures	7
Bearing capacity mechanisms for pipes buried in sand	7
New fiber Bragg grating (FBG)-based device for measuring small and large radial strains in triaxial apparatus	7
Bentonite swelling characteristics with a hypersaline multi-component pore fluid	7
Compaction behaviour of lime-treated metakaolin	7
Experimental analysis of rolling dynamic compaction using transparent soils and particle image velocimetry	7
Evaluation of horizontal submarine slide impact force on pipeline via a modified hybrid geotechnical – fluid dynamics framework	7
Marine soil behaviour classification using piezocone penetration test (CPTu) and borehole records	7
Investigation of a decommissioned landfill barrier system containing polychlorinated biphenyl (PCB) waste after 25 years in service	7
Characteristic strength of soils underlying foundations considering effect of spatial variability	7
The effect of loading frequency on the long-term cyclic behavior of dense calcareous sand	7
Shallow penetrometer tests: theoretical and experimental modelling of penetration and dissipation stages	7
Experimental and theoretical investigations on fin configuration effects of dynamically installed anchors in clay	7