Soils and Foundations

Article	Citations
Use of electrodeposition to realise the crack-healing and pore-filling of weathered rock: A small specimen case	89
Numerical study on the shear strength of granular materials under the low confining pressure	71
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures	57
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution	55
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria	50
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake	41
A new method for quantitative identification of potential landslide	38
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests	33
Editorial Board	28
Study on the ultimate bearing capacity of a strip footing influenced by an irregular underlying cavity in karst areas	28
Improved support point selection on adaptive kriging metamodels for reliability analysis of soil slopes	28
Liquefaction characteristics of sand-gravel mixtures: Experimental observations and its assessment based on intergranular state concept	28
Effectiveness of filter gabions against slope failure due to heavy rainfall	28
Heavy vibratory plate compaction of silty sand: A field study	27
Experimental investigation of bearing mechanism of closed- and open-ended piles supported by thin bearing layer using X-ray micro CT	27
Editorial Board	26
Acknowledgement of Reviewers for 2023	26
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Effect of the particle’s shape on the dynamic shear modulus and compressibility of diatomaceous soils	24
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading	23
Influence of ground anchors corrosion and uncertainty strength parameters: A case study slope failure in northern Taiwan	23
Editorial Board	23
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch	23
Hydraulic conductivity test system for compacted, 2-mm-thick bentonite specimens	22
Estimation of water content of compacted Kunigel-V1 bentonite using near-infrared spectra	21

Effects of internal erosion on mechanical properties of different soil compositions and its impact on their cyclic response	21
Centrifuge model test study on pile-anchor support system	21
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation	21
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves	20
Settlement based load capacity curve for single helix helical pile in c - ϕ soil	20
Triggering mechanism of long-distance flow-type landslides caused by 2018 Sulawesi Earthquake, Indonesia	20
Efficient reliability analysis of unsaturated slope stability under rapid drawdown using XGBoost-based surrogate model	19
Anisotropy in small-strain shear modulus of granular materials: Effects of particle properties and experimental conditions	19
Performance analysis of a jacked-in single pile and pile group in saturated clay ground	19
Shear band analysis of silt-clay transition soils under three-dimensional stress-strain conditions	19
Analysis of the behaviour of retaining structures through a novel data interpretation approach	18
Modeling effect of rock shape characteristics on run-out distribution of rockfalls	18
Verification of effectiveness and design procedure of gravel drains for liquefaction remediation	18
Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests	18
Evaluation of the damping ratio of soils in a resonant column using different methods	18
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading	18
Anchor plate bearing capacity in flexible mesh facings	16
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening	16
Measuring desiccation-induced tensile stress during cracking process	16
Shaking table test on underwater slope failure induced by liquefaction	16
A prediction model for the loading-wetting volumetric behavior of unsaturated granular materials	16
Water and salt phase change in sodium sulfate soil based on differential scanning calorimetry	16
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling	16
Triaxial testing response of compacted iron ore tailings considering a broad spectrum of confining pressures	16
Experimental study on the erosion resistance of rubberized cement-soil	16
Vibration of subgrade and evaluation of derailment coefficient of train under combined earthquake- moving train load	16
Evaluation of interpretation criteria for drilled shafts with tip post-grouting	15
Effect of initial water content on undrained shear strength of K0 consolidated clay	15
Investigation of the ultimate particle size distribution of a carbonate sand	15
Global sensitivity analysis of behavior of energy pile under thermo-mechanical loads	15
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation	14
Recognizing gradations of coarse soils based on big artificial samples and deep learning	14
Mechanical behavior of a floating model pile in unsaturated expansive soil associated with water infiltration: Laboratory investigations and numerical simulations	14
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model	14
A contact model for rough crushable sand	13
Multi-physics numerical analyses for predicting the alterations in permeability and reactive transport behavior within single rock fractures depending on temperature, stress, and fluid pH conditions	13
Bearing capacity optimization of T-shaped soil-cement column-improved soft ground under soft fill	13
Effect of dry-wet cycles on leaching behavior of recovered soil collected from tsunami deposits containing geogenic arsenic	13
Recent research development and their applications on aseismic reinforcement of existing railway earth structures	12
Constitutive modeling and analysis of geomaterials	12
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content	12
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes	12
Numerical investigation of the installation process and bearing capacity of circular helicoid piles in undrained clay	12
Experimental study and correction of dynamic characteristic parameters of silty clay under negative temperature conditions	12
Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling	12
Effects of hydro-mechanical material parameters on the capillary barrier of reinforced embankments	12
Effect of coral sand powders and seawater salinity on the impact mechanical properties of cemented coral sand	12
Study on the optimization and performance of GFC soil stabilizer based on response surface methodology in soft soil stabilization	12
Influence of the soil-structure interface on seepage characteristics in uniformly-grained soils: Microscopical insights from transparent soil experiments	12
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil	12

Experimental investigation into effects of lignin on sandy loess	12
Pore structure and falling rate stage of evaporation in homogeneous sandy soil profiles	12
A critical state based viscoplastic model for crushable granular materials	12
Editorial Board	11
The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils	11
Editorial Board	11
Editorial Board	11
Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories	11
Effects of primary curing conditions and subsequent crumbling on properties of compacted soils treated with paper sludge ash-based stabilizers	10
Geometric accuracy of rock joint surface impressions obtained by less-destructive thermoplastic resin-based method	10
Influence of longitudinal structural connectivity on seismic performance of three-hinged precast arch culverts	10
Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions	10
Sheet-coating mitigation for membrane penetration in undrained triaxial tests and evaluation of comprehensive liquefaction resistance of crushed gravel	10
Assessment of ground-anchored slope stability based on variation in residual tensile forces	10
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions	10
Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method	10
Failure envelope considering the ultimate tensile capacity of suction caissons in sand	10
Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay	10
Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves	9
Offshore Wind Turbine Foundations	9
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world	9
Compression behavior and structure of undisturbed Q2 loess under wet-dry cycles	9
Survey report on damage caused by 2019 Typhoon Hagibis in Marumori Town, Miyagi Prefecture, Japan	9
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating	9
Accelerated carbonation of alkaline construction sludge by paper sludge ash-based stabilizer and carbon dioxide	9
Failure mechanism of fine-grained soil-structure interface for energy piles	9
Comparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM	9
Effects of water intrusion on thermal conductivity and durability of carbonaceous rocks	9
Deformation and cyclic resistance of sand in large-strain undrained torsional shear tests with initial static shear stress	9
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions	9
Response of sandy soil to the volume losses at the tunnel face level	8
A Mohr-Coulomb-Vilar model for constitutive relationship in root-soil interface under changing suction	8
Test method for minimum and maximum densities of small quantities of soil	8
Test conditions influence on thermal conductivity and contact conductance of sand at transient state	8
The effect of salt on the freezing temperature of saline soil	8
Convolutional neural network prediction of the particle size distribution of soil from close-range images	8
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence	8
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level	8
A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam	8
Numerical simulation based heuristic investigation of inertia-induced phenomena and theoretical solution based verification by the damped wave equation for the dynamic deformation of saturated soil ba	8
Effect of groundwater dynamics in rain-induced landslides: centrifuge and numerical study	8
A new experimental setup for the determination of drying soil–water characteristic curve and coefficient of permeability using the continuous evaporation method and osmotic tensiometers	8
Long-term settlement behavior of peat after unloading and applicability of isotach law	8
Experimental study on improving the effect of microorganisms in solidifying fine-grained soil by red mud	8
Experiments for the role of sliding connection in rigid faced GRS walls under transverse relative settlement	8
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category	8
Pathway to a fully data-driven geotechnics: Lessons from materials informatics	8
Concept of effective suction for describing hysteresis of multiphase pressure–saturation relationship in porous media	8
Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter	8
Centrifuge model test study on micro-pile reinforcement of shallow foundation	8
Simulating field grouting to improve the shear strength of consolidated clay by microbially induced carbonate precipitation	8
Analysis of freezing and thawing processes in clay with freeze-induced compression (FIC) model	8
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks	8
Corrigendum to “Centrifuge modelling of the behaviour of pile groups under vertical eccentric load”. [Soils Found. 61 (2021) 465–479]	8
Stability of composite-type breakwaters reinforced by rubble embankment	7
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand	7
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil	7
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees	7
Testing and modelling total suction effects on compressibility and creep of crushable granular material	7
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil	7
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan	7
A modified deformation coordination model for calculating the internal force of anchored piles	7
Strength and deformation properties of frozen sand under a true triaxial stress condition	7
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement	7
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures	7
Dynamic stress accumulation effects on soil strength under cyclic loading	7
On reliability of inferring liquefied shear strengths from simple shear testing	7
Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression	7
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content	6
Effect of principal stress direction during consolidation on the shear strength properties of natural granite residual soil	6
Performance of high capacity socketed H-piles with long rock socket	6
Frost jacking characteristics of steel pipe screw piles for photovoltaic support foundations in high-latitude and low-altitude regions	6
Cyclic lateral response of OWT bucket foundations in sand: 3D coupled effective stress analysis with Ta-Ger model	6
Penetration and retrieval forces during sampling in a very soft clay	6
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material	6
Early-stage anaerobic zone formation by organic eluate from wood in soil	6
Geotechnical properties of soft clays along Yangon River – Characteristics of soft clays in Thilawa Port area	6
Strength characterization of cohesionless soil treated with cement and polyvinyl alcohol	6
New mixture design approach to paper sludge ash-based stabilizers for treatment of potential irrigation earth dam materials with high water contents	6
A model for freeze-thaw-induced plastic volume changes in saturated clays	6

Treatment of cadmium-contaminated soil using ladle slag with and without CO2	6
Sorption and hydraulic performance of cement-bentonite cutoffs in saline sulphatic solutions	6
Editorial Board	6
A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading	6
Effects of primary curing and subsequent disturbances on strength development of steel slag-treated marine clay	6
Evaluation of side and tip resistances for barrette piles using CYCU/Barrette/Side&Tip/64	6
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils	6
Prospective method to estimate shear stress in the ground using two earth pressure cells	5
Undrained creep behavior of CO2 hydrate-bearing sand and its constitutive modeling considering the cementing effect of hydrates	5
Editorial Board	5
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests	5
Electroosmotic reinforcement mechanism and laboratory tests of pulsating direct current with a high energy efficiency ratio	5
Influence of prefabricated vertical drains spacing on FeCl3-vacuum consolidation of a landfill sludge	5
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation	5
A method for estimating coefficient of lateral earth pressure based on cone penetration tests	5
Study on drainage mechanism of complete path for vacuum preloading based on thermodynamics theory	5
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history	5
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers	5
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 7	5
A unified approach to link small-strain shear modulus and liquefaction resistance of pumiceous sand	5
Stabilisation/solidification of lead-contaminated soil by using ladle furnace slag and carbon dioxide	5
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities	5
Effects of temperature circulation on dredged sludge improved by vacuum preloading	5
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground	5
Editorial Board	5
A simplified three-parameter model for analyzing torsional vibration of rectangular foundations on layered soil	5
Correlation between one-dimensional consolidation coefficients and different basalt fiber lengths and RHA-cement contents in fiber-reinforced stabilized expansive soils	5
Wellbore stability research based on transversely isotropic strength criteria in shale formation	5
Coupled solute transport through a polymer-enhanced bentonite	5
Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration	5
Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles	5
An analytical solution for the consolidation of a composite foundation reinforced by vertical drains and high replacement ratio gravel piles by considering the radial flow within gravel piles	5
Influence of sand incorporation on unconfined compression strength of cement-based stabilized soft clay	4
Microscopic investigation of the occurring process of contact erosion	4
Spatial earth pressure analysis of clayey fill behind retaining wall in V-shaped gully terrain	4
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees	4
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing	4
Compressive characteristics of methane hydrate-bearing sands under isotropic consolidation	4
Constitutive model for swelling properties of unsaturated bentonite buffer materials during saturation	4
Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings	4
Geoenvironmental approaches in an old municipal waste landfill reclamation process: Expectations vs reality	4
Effectiveness of sheet pile enclosure with drainage ability as liquefaction countermeasure for river levees	4
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement	4
Aging effects on liquefaction resistance of sand estimated from laboratory investigation	4
Experimental study on mechanical behavior of silty-fine sand reinforced by a new type of permeable polymer material under dry-wet cycles	4
Stress wave transmission and frequency-domain responses of gap-graded cohesionless soils	4
Geotechnical uncertainty, modeling, and decision making	4
A numerical study on the effects of particle size distribution on run-out distance of granular flow	4
Observation of soil-structure interaction in double sheet pile method using X-ray CT	4
Stiffness and strength development of the soft clay stabilized by the one-part geopolymer under one-dimensional compressive loading	4
Resistance responses and design recommendations for driven piles in coarse-grained soil-based intermediate geomaterials	4
Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures	4
Addressing the challenges of homogeneity, quality control and waste handling in soil bio-cementation: A large-scale experiment	4
Inverse analysis for estimating geotechnical parameters using physics-informed neural networks	4
Effect of spatial variability on stability and failure mechanisms of 3D slope using random limit equilibrium method	4
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry	4
Axial capacity ageing trends of large diameter tubular piles driven in sand	4
A pre-trained deep-learning surrogate model for slope stability analysis with spatial variability	4
SPH approach for stability analysis of soil slope with variable permeabilities	4
Effects of seepage flow on liquefaction resistance of uniform sand and gap-graded soil under undrained cyclic torsional shear	4
Unified modeling behavior of rockfill materials along different loading stress paths	3
Evaluation of the damping ratio of compacted sodium and calcium bentonites in unsaturated conditions	3
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation	3
Characterization of large strain consolidation parameters of soft materials with time-variant compressibility at low effective stress	3
Editorial Board	3
Bayesian inverse analysis with field observation for slope failure mechanism and reliability assessment under rainfall accounting for nonstationary characteristics of soil properties	3
Case study on viability of using head-separated micropiles as foundation system for check dams	3
Strength reduction mechanism of cement-treated soil under seawater environment	3
Advancement ratio effect on screw pile performance in the bearing layer	3
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient	3
On the modeling of frequency- and intensity-dependent impedance functions at the head of horizontally loaded single piles	3
Editorial Board	3
Sensitivity analysis of thermal factors affecting the nonlinear freezing process of soil	3
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Effect of pile arrangement on long-term settlement and load distribution in piled raft foundation models supported by jacked-in piles in saturated clay	3
Levee damage and revetment erosion by the 2019 Typhoon Hagibis in the Chikuma River, Japan	3
3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments	3
Natural soils’ shear strength prediction: A morphological data-centric approach	3
Optimal mixing ratio and SWCC fitting of lightweight soil with cotton stalk fibres	3
Quantification of the contribution ratio of relevant input parameters on DEM-based granular flow simulations	3
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes	3
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield	3
Editorial Board	3
Effect of initial water content and shear stress on immersion-induced creep deformation and strength characteristics of gravelly mudstone	3
An approach for characterising electrical conductivity of cement-admixed clays	3
Editorial Board	3
Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model	3
Foundation studies with physical modeling	3