Soils and Foundations

Article	Citations
Evaluation of interpretation criteria for drilled shafts with tip post-grouting	96
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria	80
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake	65
Analysis of the behaviour of retaining structures through a novel data interpretation approach	56
Acknowledgement of Reviewers for 2023	44
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation	36
Editorial Board	33
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading	33
Editorial Board	32
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks	31
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand	31
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category	31
Strength and deformation properties of frozen sand under a true triaxial stress condition	30
Pathway to a fully data-driven geotechnics: Lessons from materials informatics	30
Failure envelope considering the ultimate tensile capacity of suction caissons in sand	30
A Mohr-Coulomb-Vilar model for constitutive relationship in root-soil interface under changing suction	29
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees	29
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating	28
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil	28
Failure mechanism of fine-grained soil-structure interface for energy piles	27
Performance of high capacity socketed H-piles with long rock socket	24
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement	24
Editorial Board	24
Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions	24
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing	24

Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling	24
Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles	23
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content	22
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities	22
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material	21
Natural soils’ shear strength prediction: A morphological data-centric approach	20
Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads	20
Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration	20
Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils	20
One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions	19
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches	18
Extraction of crude soybean urease using ethanol and its effect on soil cementation	18
On the modelling of stress-dilatancy behavior in weakly cemented sands	18
Influence of helix bending deflection on the load transfer mechanism of screw piles in sand: Experimental and numerical investigations	18
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield	18
Comparison of sand liquefaction in cyclic triaxial and simple shear tests	18
Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model	18
Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil	17
Radial deformation and failure of stabilised soft clay under uniaxial compression	17
An approach for characterising electrical conductivity of cement-admixed clays	17
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation	17
Influence of acidic environment and temperature on mechanical behavior of cement-treated Masado and numerical modeling with a thermoelasto-viscoplastic model	17
Using experimental design to assess rate-dependent numerical models	16
A machine learning-based method for predicting the shear behaviors of rock joints	16
Generalized solution to Coulomb’s seismic active earth pressure acting on rigid retaining wall with cohesive backfill and trial application for evaluation of seismic performance of retaining wall	15
The effects of internal erosion on granular soils used in transport embankments	15
Editorial Board	15
Behavior of multi-layer permeable reactive barriers for groundwater remediation	15
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions	15
My road in search of elastoplastic soil mechanics	15
Mechanism of sampling disturbance for peat ground and its influence on mechanical properties	14
Vacuum consolidation effect on the hydromechanical properties of the unusual soft clays of the former Texcoco Lake	14
Kinematic and inertial effects on piled rafts in soft ground supporting isolated and non-isolated buildings observed during the 2011 Tohoku earthquake	13
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves	13
A prediction model for the loading-wetting volumetric behavior of unsaturated granular materials	13
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation	13
Effects of internal erosion on mechanical properties of different soil compositions and its impact on their cyclic response	13
Uncertainty analysis for drilled shaft axial behavior using CYCU/DrilledShaft/143	13
Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep soft soils with medium sensibility	13
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests	13
Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term	13
Electricity-reaction–diffusion system for microbially induced carbonate precipitation	13
Influence of ground anchors corrosion and uncertainty strength parameters: A case study slope failure in northern Taiwan	13
Ground water lowering at Minami-Kurihashi in Kuki City, Japan as countermeasure against liquefaction	13
Numerical study on the shear strength of granular materials under the low confining pressure	12
Heavy vibratory plate compaction of silty sand: A field study	12
Anisotropy in small-strain shear modulus of granular materials: Effects of particle properties and experimental conditions	12
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes	12
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil	12
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling	12

Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests	12
Effect of initial water content on undrained shear strength of K0 consolidated clay	12
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures	12
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening	12
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level	11
Recent research development and their applications on aseismic reinforcement of existing railway earth structures	11
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions	11
Centrifuge model test study on micro-pile reinforcement of shallow foundation	11
Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method	11
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil	11
Assessment of ground-anchored slope stability based on variation in residual tensile forces	11
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence	11
Corrigendum to “Centrifuge modelling of the behaviour of pile groups under vertical eccentric load”. [Soils Found. 61 (2021) 465–479]	11
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content	11
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground	10
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry	10
Editorial Board	10
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 7	10
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils	10
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation	10
Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration	10
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement	10
Editorial Board	10
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers	10
Stress wave transmission and frequency-domain responses of gap-graded cohesionless soils	9
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient	9
Axial capacity ageing trends of large diameter tubular piles driven in sand	9
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees	9
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests	9
Editorial Board	9
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials	9
Wellbore stability research based on transversely isotropic strength criteria in shale formation	9
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes	9
A numerical study on the effects of particle size distribution on run-out distance of granular flow	9
Resistance factors for design of square foundations on 3D cohesive soils against bearing capacity failure	8
Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles	8
Publisher’s Note	8
Flow deformation characteristics of sandy soils under constant shear stress with water inflow	8
Transition of gap-graded soil fabric – shear wave measurements and dispersion relation	8
Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study	8
Evaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility	8
Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand	8
Editorial Board	8
Evaluation of CO2 captured in alkaline construction sludge associated with pH neutralization	8
Sorption-desorption column tests to evaluate the attenuation layer using soil amended with a stabilising agent	8
Study on long-term subsidence of soft clay due to Niigata-ken Chuetsu-oki earthquake of 2007	8
The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation	8
Drilling parameters as predictors of the measured full scale performance of CFA piles by using statistical analysis of CPT profiles: a case study	8
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation	8
Relationship between void characteristics and re-liquefaction resistance: An image analysis study	8
Prediction of creep strain from stress relaxation of sand in shear	8
Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil	8
Efficient and accurate methodologies for MCS-based probabilistic analysis of tunnel face stability	8
Attempt to reproduce the mechanical behavior of cement-treated soil using elasto-plastic model considering soil skeleton structure	8
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)	8
3D analysis of the 174-m high Quxue asphalt-core rockfill dam in a narrow canyon	7
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives	7
Assessment of the upstream slope failure of a dam due to repeated cyclic drawdown	7
Deformation characteristics and seepage mechanism of fractured rock mass under triaxial compression process	7
Performance analysis of a jacked-in single pile and pile group in saturated clay ground	7
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution	7
Mid-scale biocemented soil columns via enzyme-induced carbonate precipitation (EICP)	7
Settlement prediction of shallow foundations for quality controls of sandy hydraulic fills	7
Editorial Board	7
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model	7
Triggering mechanism of long-distance flow-type landslides caused by 2018 Sulawesi Earthquake, Indonesia	7
Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning	7
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils	7
Novel method for evaluating water absorption and retention of waste-based stabilizers using suction filtration to predict treatment effects on soft clay soils	7
Comparative study of EICP treatment methods on the mechanical properties of sandy soil	7
Recognizing gradations of coarse soils based on big artificial samples and deep learning	7
Editorial Board	6
Effects of primary curing and subsequent disturbances on strength development of steel slag-treated marine clay	6
Strength and stiffness parameters for hardening soil model of rockfill materials	6
Sensitivity analysis of thermal factors affecting the nonlinear freezing process of soil	6
Key geomechanical properties of the historically liquefiable TP-Lisbon sand	6
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history	6
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world	6
Influence of longitudinal structural connectivity on seismic performance of three-hinged precast arch culverts	6
Experimental study and correction of dynamic characteristic parameters of silty clay under negative temperature conditions	6

Use of electrodeposition to realise the crack-healing and pore-filling of weathered rock: A small specimen case	6
A simplified three-parameter model for analyzing torsional vibration of rectangular foundations on layered soil	6
Influence of sand incorporation on unconfined compression strength of cement-based stabilized soft clay	6
Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings	6
Levee damage and revetment erosion by the 2019 Typhoon Hagibis in the Chikuma River, Japan	6
System dynamic reliability evaluation of multiple failure modes of earth dams subjected to strong earthquake excitation	6
Foundation studies with physical modeling	6
The effect of salt on the freezing temperature of saline soil	6
Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay	6
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures	6
Evaluation of the damping ratio of soils in a resonant column using different methods	6
Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves	6
Rainfall-induced unstable slope monitoring and early warning through tilt sensors	6
SPH approach for stability analysis of soil slope with variable permeabilities	6
Advancement ratio effect on screw pile performance in the bearing layer	6
Influence of different axis-translation techniques using ceramic disks/microporous membrane filters on mechanical/hydraulic behavior of unsaturated soil	6
Analysis of freezing and thawing processes in clay with freeze-induced compression (FIC) model	6
Experiments for the role of sliding connection in rigid faced GRS walls under transverse relative settlement	6
Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories	6
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan	6
Geoenvironmental assessment of climate impacts from landfill gas emissions	5
Geotechnical characterization of collapsible salty sands subjected to monotonic and cyclic loadings – A case study for areas with high seismicity	5
Using a genetic algorithm to develop a pile design method	5
Effect of acidity on attenuation performance of sandy soil amended with granular calcium-magnesium composite	5
In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles	5
Insights into durability assessment for compacted soils treated with paper sludge ash-based stabilizers	5
A new method for extrapolating the load-displacement response of drilled shaft foundations for interpretation of side capacity	5
Experimental study on stiffness degradation and monotonic response of reconstituted volcanic ash induced by internal erosion	5
Analysis of microstructure and spatially dependent permeability of soft soil during consolidation deformation	5
The shape of sand particles: Assessments of three-dimensional form and angularity	5
Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review	5
Empirical approaches to estimate the nonlinear dynamic responses of earth-core rockfill dams subjected to earthquake ground motions	5
Hollow cylindrical torsional shear test simulating stress history of sand compaction pile work history	5
Mixture design for eco-friendly hybrid clay treated with two stabilizers based on water absorption and retention of stabilizers	5
Frost heave performance of a foundation at an overhead transmission line in the alpine seasonal frozen regions	5
Water and soil particle movement in unsaturated bentonite with constrained and free swelling boundaries	5
Estimating S-wave velocity profiles from horizontal-to-vertical spectral ratios based on deep learning	5
Assessment of foundation damage during earthquakes using acoustic emission monitoring: An experimental study on the shaking table test	5
An analytical model for 3D consolidation and creep process of layered fractional viscoelastic soils considering temperature effect	5
Bounding surface model refined with fractional dilatancy relation for sand	5
Corrigendum to “Interface load–displacement behaviour of sand grains coated with clayey powder: Experimental and analytical studies” [Soils Found. 59(6) (2019) 1695–1710]	5
Gas transport parameters of differently compacted granulated bentonite mixtures (GBMs) under air-dried conditions	5
Shaft capacity of prestressed high strength concrete (PHC) pile-cemented soil column embedded in clayey soil	5
Measuring desiccation-induced tensile stress during cracking process	4
Mechanical behavior of a floating model pile in unsaturated expansive soil associated with water infiltration: Laboratory investigations and numerical simulations	4
Spatial distribution estimation by considering the cross-correlation between components with indirect data using Gaussian process regression	4
General analytical solutions for one-dimensional large strain consolidation of soft soils under electro-osmosis–surcharge preloading	4
Importance of considering unsaturated triaxial tests including ceramic disk as initial and boundary value problems	4
Settlement based load capacity curve for single helix helical pile in c - ϕ soil	4
Modeling effect of rock shape characteristics on run-out distribution of rockfalls	4
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch	4
Estimation of water content of compacted Kunigel-V1 bentonite using near-infrared spectra	4
Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil	4
Monitoring the strength properties of electrokinetically treated soil by bender elements to determine the treatment period	4
Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading	4
Editorial Board	4
Improved support point selection on adaptive kriging metamodels for reliability analysis of soil slopes	4
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading	4
Effect of wet-dry cycles on shear strength of residual soil	4
Unified state boundary surface model for clay and sand under saturated and unsaturated conditions	4
Effects of water content and interface roughness on the shear strength of silt–cement mortar interface	4
Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM	4
Anchor plate bearing capacity in flexible mesh facings	4
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions	3
Influence of prefabricated vertical drains spacing on FeCl3-vacuum consolidation of a landfill sludge	3
Electrodeposition-based self-healing technique for structures with loosely compacted sand	3
A method for estimating coefficient of lateral earth pressure based on cone penetration tests	3
Spatial earth pressure analysis of clayey fill behind retaining wall in V-shaped gully terrain	3
Evaluation of side and tip resistances for barrette piles using CYCU/Barrette/Side&Tip/64	3
A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading	3
Compression behavior and structure of undisturbed Q2 loess under wet-dry cycles	3
The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils	3
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	3
Aging effects on liquefaction resistance of sand estimated from laboratory investigation	3
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
A unified approach to link small-strain shear modulus and liquefaction resistance of pumiceous sand	3
Hydro-mechanical response of volcanic ash on removal of fines: Shear stiffness to critical state mechanics	3
Electroosmotic reinforcement mechanism and laboratory tests of pulsating direct current with a high energy efficiency ratio	3
Addressing the challenges of homogeneity, quality control and waste handling in soil bio-cementation: A large-scale experiment	3
Response of sandy soil to the volume losses at the tunnel face level	3
Constitutive modeling and analysis of geomaterials	3
On reliability of inferring liquefied shear strengths from simple shear testing	3
Early-stage anaerobic zone formation by organic eluate from wood in soil	3
Simulating field grouting to improve the shear strength of consolidated clay by microbially induced carbonate precipitation	3
Evaluating barrier performance of geomembranes against 1,4-dioxane and bisphenol a in landfill leachates	3
Proposed hybrid approach for three-dimensional subsurface simulation to improve boundary determination and design of optimum site investigation plan for pile foundations	3
Undrained creep behavior of CO2 hydrate-bearing sand and its constitutive modeling considering the cementing effect of hydrates	3
Geotechnical properties of soft clays along Yangon River – Characteristics of soft clays in Thilawa Port area	3
Effectiveness of sheet pile enclosure with drainage ability as liquefaction countermeasure for river levees	3
Testing and modelling total suction effects on compressibility and creep of crushable granular material	3
Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression	3
Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter	3