Soils and Foundations

Papers
(The median citation count of Soils and Foundations is 4. 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 2021-11-01 to 2025-11-01.)
ArticleCitations
Acknowledgement of Reviewers for 2023123
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation98
Analysis of the behaviour of retaining structures through a novel data interpretation approach42
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria42
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading39
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake39
Failure envelope considering the ultimate tensile capacity of suction caissons in sand38
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil36
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand35
Experiment, modelling, and simulation of rate-dependent stress–strain behaviour of unbound geomaterials34
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating33
Rheological properties of deep-sea shallow sediments in the Western Pacific mining area33
Editorial Board32
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category30
Editorial Board30
Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions27
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks26
Strength and deformation properties of frozen sand under a true triaxial stress condition26
Failure mechanism of fine-grained soil-structure interface for energy piles23
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees23
Pathway to a fully data-driven geotechnics: Lessons from materials informatics23
Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling23
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement22
Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles22
Laboratory experiments on small-scale freezing sampling method for sand22
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing21
Editorial Board21
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities20
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content20
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material20
Performance of high capacity socketed H-piles with long rock socket20
Natural soils’ shear strength prediction: A morphological data-centric approach19
Radial deformation and failure of stabilised soft clay under uniaxial compression19
Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model18
Influence of acidic environment and temperature on mechanical behavior of cement-treated Masado and numerical modeling with a thermoelasto-viscoplastic model18
Editorial Board18
One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions17
Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads17
Experimental analysis of reinforcement methods for stone column foundations17
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches17
An approach for characterising electrical conductivity of cement-admixed clays17
On the modelling of stress-dilatancy behavior in weakly cemented sands17
Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration16
Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils16
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield16
Extraction of crude soybean urease using ethanol and its effect on soil cementation16
Behavior of multi-layer permeable reactive barriers for groundwater remediation15
Levee vulnerability assessment using an integrated unsaturated transient seepage model, sensitivity analysis, and fragility curves15
Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil14
My road in search of elastoplastic soil mechanics14
The effects of internal erosion on granular soils used in transport embankments14
A machine learning-based method for predicting the shear behaviors of rock joints14
An experimental and theoretical research on shield screw conveyor discharging efficiency in moderately weathered mudstone strata and its influence on clogging13
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions13
Using experimental design to assess rate-dependent numerical models13
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation13
Electricity-reaction–diffusion system for microbially induced carbonate precipitation12
Vacuum consolidation effect on the hydromechanical properties of the unusual soft clays of the former Texcoco Lake12
Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests12
Kinematic and inertial effects on piled rafts in soft ground supporting isolated and non-isolated buildings observed during the 2011 Tohoku earthquake12
Uncertainty analysis for drilled shaft axial behavior using CYCU/DrilledShaft/14312
Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep soft soils with medium sensibility12
Bioremediation for seleno-oxyanions in tunnel-excavated muck using selenate-reducing bacterium Stutzerimonas stutzeri NT-I12
Editorial Board12
Seismic response of embankment dams: Shear beam analysis vs field observations12
Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term12
Effects of internal erosion on mechanical properties of different soil compositions and its impact on their cyclic response12
Mechanism of sampling disturbance for peat ground and its influence on mechanical properties12
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 wall12
Ground water lowering at Minami-Kurihashi in Kuki City, Japan as countermeasure against liquefaction11
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures11
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests11
Anisotropy in small-strain shear modulus of granular materials: Effects of particle properties and experimental conditions11
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes11
Influence of ground anchors corrosion and uncertainty strength parameters: A case study slope failure in northern Taiwan11
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling11
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves11
Heavy vibratory plate compaction of silty sand: A field study11
Numerical study on the shear strength of granular materials under the low confining pressure11
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion10
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil10
Recent research development and their applications on aseismic reinforcement of existing railway earth structures10
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening10
Behaviour of a sandy silt gold tailings under drained simple shear loading in a torsional shear hollow cylinder apparatus10
Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method10
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content10
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation10
Centrifuge model test study on micro-pile reinforcement of shallow foundation10
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level10
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions10
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees9
Assessment of ground-anchored slope stability based on variation in residual tensile forces9
Sandpile experiments and statistical analysis for slope failure, failure shape, and frequency distribution9
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground9
Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration9
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils9
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil9
Wellbore stability research based on transversely isotropic strength criteria in shale formation9
Editorial Board9
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry9
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement9
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence9
Editorial Board9
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests9
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation9
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers8
A numerical study on the effects of particle size distribution on run-out distance of granular flow8
Editorial Board8
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes8
The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation8
Flow deformation characteristics of sandy soils under constant shear stress with water inflow8
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation8
Experimental investigations and sustainability assessments of ground improvement studies of expansive soils8
Axial capacity ageing trends of large diameter tubular piles driven in sand8
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient8
Efficient and accurate methodologies for MCS-based probabilistic analysis of tunnel face stability8
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials8
Relationship between void characteristics and re-liquefaction resistance: An image analysis study8
Evaluation of CO2 captured in alkaline construction sludge associated with pH neutralization8
Deformation, resistance characteristics, and scale effects of rockfall protection soil embankments under static loading8
Evaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility8
Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study8
Drilling parameters as predictors of the measured full scale performance of CFA piles by using statistical analysis of CPT profiles: a case study8
Prediction of creep strain from stress relaxation of sand in shear7
Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand7
Transition of gap-graded soil fabric – shear wave measurements and dispersion relation7
Deformation characteristics and seepage mechanism of fractured rock mass under triaxial compression process7
Novel method for evaluating water absorption and retention of waste-based stabilizers using suction filtration to predict treatment effects on soft clay soils7
Publisher’s Note7
Resistance factors for design of square foundations on 3D cohesive soils against bearing capacity failure7
Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil7
3D analysis of the 174-m high Quxue asphalt-core rockfill dam in a narrow canyon7
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives7
Study on long-term subsidence of soft clay due to Niigata-ken Chuetsu-oki earthquake of 20077
Effects of high pressure on microbiologically induced calcium carbonate precipitation of methane hydrate-bearing sand layers7
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)7
Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning7
Effect of fines contents on uplift behavior of underground structures in liquefiable ground6
Editorial Board6
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils6
Triggering mechanism of long-distance flow-type landslides caused by 2018 Sulawesi Earthquake, Indonesia6
Use of electrodeposition to realise the crack-healing and pore-filling of weathered rock: A small specimen case6
Editorial Board6
Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves6
Performance analysis of a jacked-in single pile and pile group in saturated clay ground6
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model6
Mid-scale biocemented soil columns via enzyme-induced carbonate precipitation (EICP)6
Settlement prediction of shallow foundations for quality controls of sandy hydraulic fills6
Recognizing gradations of coarse soils based on big artificial samples and deep learning6
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world6
Experimental study and correction of dynamic characteristic parameters of silty clay under negative temperature conditions6
Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories6
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures6
Experimental and numerical study on helical piles in aeolian sand: bearing behavior and design methods6
Editorial Board6
Comparative study of EICP treatment methods on the mechanical properties of sandy soil6
Prediction method of screw pile bearing capacity under uplift load6
Evaluation of the damping ratio of soils in a resonant column using different methods6
Experiments for the role of sliding connection in rigid faced GRS walls under transverse relative settlement6
The effect of salt on the freezing temperature of saline soil6
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution6
Bounding surface model refined with fractional dilatancy relation for sand5
Integrated remediation through solidification and dewatering of contaminated soil from laboratory investigation to in-situ application5
Hollow cylindrical torsional shear test simulating stress history of sand compaction pile work history5
Foundation studies with physical modeling5
Water and soil particle movement in unsaturated bentonite with constrained and free swelling boundaries5
Influence of longitudinal structural connectivity on seismic performance of three-hinged precast arch culverts5
Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay5
Liquefaction response of reclaimed soils from effective stress analysis5
Advancement ratio effect on screw pile performance in the bearing layer5
Using a genetic algorithm to develop a pile design method5
Mixture design for eco-friendly hybrid clay treated with two stabilizers based on water absorption and retention of stabilizers5
Strength and stiffness parameters for hardening soil model of rockfill materials5
The shape of sand particles: Assessments of three-dimensional form and angularity5
System dynamic reliability evaluation of multiple failure modes of earth dams subjected to strong earthquake excitation5
A new method for extrapolating the load-displacement response of drilled shaft foundations for interpretation of side capacity5
A simplified three-parameter model for analyzing torsional vibration of rectangular foundations on layered soil5
Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings5
SPH approach for stability analysis of soil slope with variable permeabilities5
Insights into durability assessment for compacted soils treated with paper sludge ash-based stabilizers5
Frost heave performance of a foundation at an overhead transmission line in the alpine seasonal frozen regions5
Geotechnical characterization of collapsible salty sands subjected to monotonic and cyclic loadings – A case study for areas with high seismicity5
Influence of different axis-translation techniques using ceramic disks/microporous membrane filters on mechanical/hydraulic behavior of unsaturated soil5
Assessment of foundation damage during earthquakes using acoustic emission monitoring: An experimental study on the shaking table test5
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history5
Analysis of freezing and thawing processes in clay with freeze-induced compression (FIC) model5
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan5
Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review5
Estimating S-wave velocity profiles from horizontal-to-vertical spectral ratios based on deep learning5
General analytical solutions for one-dimensional large strain consolidation of soft soils under electro-osmosis–surcharge preloading4
Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM4
Geoenvironmental assessment of climate impacts from landfill gas emissions4
Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading4
Anchor plate bearing capacity in flexible mesh facings4
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading4
Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter4
Improved support point selection on adaptive kriging metamodels for reliability analysis of soil slopes4
Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil4
Empirical approaches to estimate the nonlinear dynamic responses of earth-core rockfill dams subjected to earthquake ground motions4
An analytical model for 3D consolidation and creep process of layered fractional viscoelastic soils considering temperature effect4
Unified state boundary surface model for clay and sand under saturated and unsaturated conditions4
Seismic performance of an existing anchored quay wall in the Ravenna port (Italy)4
Settlement based load capacity curve for single helix helical pile in c - ϕ soil4
Modeling effect of rock shape characteristics on run-out distribution of rockfalls4
Estimation of water content of compacted Kunigel-V1 bentonite using near-infrared spectra4
Gas transport parameters of differently compacted granulated bentonite mixtures (GBMs) under air-dried conditions4
Spatial distribution estimation by considering the cross-correlation between components with indirect data using Gaussian process regression4
In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles4
Effects of water content and interface roughness on the shear strength of silt–cement mortar interface4
Constitutive modeling and analysis of geomaterials4
Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression4
Editorial Board4
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch4
0.269611120224