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 2022-05-01 to 2026-05-01.)
ArticleCitations
Acknowledgement of Reviewers for 2023162
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria54
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake47
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation44
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading44
Analysis of the behaviour of retaining structures through a novel data interpretation approach42
Effect of gradation characteristics on seepage failure in foam-conditioned gap-graded soils for EPB shield tunneling41
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks37
Failure envelope considering the ultimate tensile capacity of suction caissons in sand35
Experiment, modelling, and simulation of rate-dependent stress–strain behaviour of unbound geomaterials34
Editorial Board32
Pathway to a fully data-driven geotechnics: Lessons from materials informatics30
Editorial Board30
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees27
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category26
Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions26
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating26
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil25
Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling24
Field investigation of steel screw micropiles under axial loads in cohesionless and cohesive soils24
Evaluation of the relationship between freezing point and suction of sodium sulfate loess near 0°C23
Rheological properties of deep-sea shallow sediments in the Western Pacific mining area22
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand22
Failure mechanism of fine-grained soil-structure interface for energy piles22
Editorial Board21
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities21
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material21
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing20
Performance of high capacity socketed H-piles with long rock socket20
Laboratory experiments on small-scale freezing sampling method for sand20
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content19
Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles19
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement19
On the modelling of stress-dilatancy behavior in weakly cemented sands18
Editorial Board18
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield18
Radial deformation and failure of stabilised soft clay under uniaxial compression18
Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils17
Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration17
Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads17
Extraction of crude soybean urease using ethanol and its effect on soil cementation16
Strength and modulus evolution in laboratory prepared deep soil mix samples and implications in design for high plasticity clays16
Experimental analysis of reinforcement methods for stone column foundations16
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches16
Kinematic response of end-bearing piles in nonhomogeneous unsaturated soils subjected to seismic P-waves16
My road in search of elastoplastic soil mechanics15
Natural soils’ shear strength prediction: A morphological data-centric approach15
Behavior of multi-layer permeable reactive barriers for groundwater remediation15
A machine learning-based method for predicting the shear behaviors of rock joints15
Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil15
Microstructural characterisation of foam-induced porosity in lightweight cemented soils using X-ray micro-tomography15
Editorial Board14
Levee vulnerability assessment using an integrated unsaturated transient seepage model, sensitivity analysis, and fragility curves14
Using experimental design to assess rate-dependent numerical models14
Sustainable soil improvement using marine-derived biopolymers: strength and durability perspectives14
Seismic response of embankment dams: Shear beam analysis vs field observations14
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions14
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation14
Kinematic and inertial effects on piled rafts in soft ground supporting isolated and non-isolated buildings observed during the 2011 Tohoku earthquake14
The effects of internal erosion on granular soils used in transport embankments14
Uncertainty analysis for drilled shaft axial behavior using CYCU/DrilledShaft/14313
An experimental and theoretical research on shield screw conveyor discharging efficiency in moderately weathered mudstone strata and its influence on clogging13
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 wall13
Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term13
Electricity-reaction–diffusion system for microbially induced carbonate precipitation13
Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep soft soils with medium sensibility13
Vacuum consolidation effect on the hydromechanical properties of the unusual soft clays of the former Texcoco Lake13
Mechanism of sampling disturbance for peat ground and its influence on mechanical properties13
Effects of internal erosion on mechanical properties of different soil compositions and its impact on their cyclic response12
Bioremediation for seleno-oxyanions in tunnel-excavated muck using selenate-reducing bacterium Stutzerimonas stutzeri NT-I12
Heavy vibratory plate compaction of silty sand: A field study12
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves12
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests12
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling12
Influence of ground anchors corrosion and uncertainty strength parameters: A case study slope failure in northern Taiwan12
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures12
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening12
Ground water lowering at Minami-Kurihashi in Kuki City, Japan as countermeasure against liquefaction12
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation12
Failure area change estimation and tunnel face pressure characteristics of large soil-covering tunnel tests12
Numerical study on the shear strength of granular materials under the low confining pressure12
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes11
Behaviour of a sandy silt gold tailings under drained simple shear loading in a torsional shear hollow cylinder apparatus11
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence11
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils11
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement11
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil11
Assessment of ground-anchored slope stability based on variation in residual tensile forces11
Centrifuge model test study on micro-pile reinforcement of shallow foundation11
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content11
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion11
Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests11
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level11
Editorial Board10
Sandpile experiments and statistical analysis for slope failure, failure shape, and frequency distribution10
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers10
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions10
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests10
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground10
Wellbore stability research based on transversely isotropic strength criteria in shale formation10
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees10
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry10
Unified pseudo-static seismic reduction factors for shallow foundations via an earth-pressure framework10
Cross-model feature-importance analysis of soil properties for predicting optimum moisture content and maximum dry unit weight of fine-grained soils9
Axial capacity ageing trends of large diameter tubular piles driven in sand9
Editorial Board9
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient9
Study on long-term subsidence of soft clay due to Niigata-ken Chuetsu-oki earthquake of 20079
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation9
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation9
Experimental investigations and sustainability assessments of ground improvement studies of expansive soils9
A numerical study on the effects of particle size distribution on run-out distance of granular flow9
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes9
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials9
Upcycling rice husk biowaste to improve cement-based peat soil stabilization9
Relationship between void characteristics and re-liquefaction resistance: An image analysis study9
Deformation, resistance characteristics, and scale effects of rockfall protection soil embankments under static loading9
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)8
The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation8
Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil8
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives8
Dewatering of bentonite slurries by the combined use of polymeric ferric sulfate (PFS) and optimized flocculation-preloading-electroosmosis (FPE)8
Prediction of creep strain from stress relaxation of sand in shear8
Efficient and accurate methodologies for MCS-based probabilistic analysis of tunnel face stability8
Effects of high pressure on microbiologically induced calcium carbonate precipitation of methane hydrate-bearing sand layers8
Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand8
Drilling parameters as predictors of the measured full scale performance of CFA piles by using statistical analysis of CPT profiles: a case study8
Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study8
Resistance factors for design of square foundations on 3D cohesive soils against bearing capacity failure8
Editorial Board7
Settlement prediction of shallow foundations for quality controls of sandy hydraulic fills7
Investigation into the dynamic compaction reinforcement characteristics and particle crushing effects of construction and demolition waste7
Effect of fines contents on uplift behavior of underground structures in liquefiable ground7
Recognizing gradations of coarse soils based on big artificial samples and deep learning7
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model7
Editorial Board7
Flow deformation characteristics of sandy soils under constant shear stress with water inflow7
Microscopic investigation into density dependence of water retention characteristics of sand during drying-wetting process7
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils7
Editorial Board7
Triggering mechanism of long-distance flow-type landslides caused by 2018 Sulawesi Earthquake, Indonesia7
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution7
Simple method for the numerical simulation of the elastic impulse response of a pile head7
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
Comparative study of EICP treatment methods on the mechanical properties of sandy soil7
Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning7
Experimental and numerical study on helical piles in aeolian sand: bearing behavior and design methods7
Prediction method of screw pile bearing capacity under uplift load7
Editorial Board7
Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories6
Analysis of freezing and thawing processes in clay with freeze-induced compression (FIC) model6
The effect of salt on the freezing temperature of saline soil6
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures6
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history6
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world6
Editorial Board6
Experimental study and correction of dynamic characteristic parameters of silty clay under negative temperature conditions6
Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves6
Observed performances and spatial effects of a set of 40 m ultra-deep rectangular excavations in Shanghai soft soils6
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan6
Experiments for the role of sliding connection in rigid faced GRS walls under transverse relative settlement6
Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay6
A simplified three-parameter model for analyzing torsional vibration of rectangular foundations on layered soil6
Advancement ratio effect on screw pile performance in the bearing layer5
Water and soil particle movement in unsaturated bentonite with constrained and free swelling boundaries5
SPH approach for stability analysis of soil slope with variable permeabilities5
Estimating S-wave velocity profiles from horizontal-to-vertical spectral ratios based on deep learning5
Spatial distribution estimation by considering the cross-correlation between components with indirect data using Gaussian process regression5
Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil5
Characterizing the shearing strength of compacted Qiantang River silty clay from a state-dependent perspective5
Research on creep mechanical properties and damage mechanisms of water-saturated coal-bearing sandstone under freeze-thaw cycles5
Gas transport parameters of differently compacted granulated bentonite mixtures (GBMs) under air-dried conditions5
Assessment of foundation damage during earthquakes using acoustic emission monitoring: An experimental study on the shaking table test5
Mixture design for eco-friendly hybrid clay treated with two stabilizers based on water absorption and retention of stabilizers5
Integrated remediation through solidification and dewatering of contaminated soil from laboratory investigation to in-situ application5
System dynamic reliability evaluation of multiple failure modes of earth dams subjected to strong earthquake excitation5
A novel settlement calculation method and engineering application of strength composite piles5
Insights into durability assessment for compacted soils treated with paper sludge ash-based stabilizers5
Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM5
Alternative approach for the calibration of reliability-based regional resistance factors for axially loaded drilled shafts5
Unified state boundary surface model for clay and sand under saturated and unsaturated conditions5
In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles5
Geotechnical characterization of collapsible salty sands subjected to monotonic and cyclic loadings – A case study for areas with high seismicity5
Bounding surface model refined with fractional dilatancy relation for sand5
Hollow cylindrical torsional shear test simulating stress history of sand compaction pile work history5
Enhanced diesel removal from contaminated soil: A coupled approach of negative-pressure extraction and subzero-temperature-induced migration5
Foundation studies with physical modeling5
Liquefaction response of reclaimed soils from effective stress analysis5
Using a genetic algorithm to develop a pile design method5
The shape of sand particles: Assessments of three-dimensional form and angularity5
Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading5
General analytical solutions for one-dimensional large strain consolidation of soft soils under electro-osmosis–surcharge preloading5
Frost heave performance of a foundation at an overhead transmission line in the alpine seasonal frozen regions5
Geoenvironmental assessment of climate impacts from landfill gas emissions5
Influence of different axis-translation techniques using ceramic disks/microporous membrane filters on mechanical/hydraulic behavior of unsaturated soil5
A new method for extrapolating the load-displacement response of drilled shaft foundations for interpretation of side capacity5
Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings5
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch4
Anchor plate bearing capacity in flexible mesh facings4
Editorial Board4
Simulating field grouting to improve the shear strength of consolidated clay by microbially induced carbonate precipitation4
Slaking mechanisms of a mudstone and prediction of its number-size distribution considering shape evolution4
Evaluation of side and tip resistances for barrette piles using CYCU/Barrette/Side&Tip/644
Enhanced microstructural analysis of black cotton soil stabilized through rice husk ash integration4
Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter4
Experimental and numerical study on dynamic responses of three-story building supported by T-BAGS base isolation and vibration control system4
Improved support point selection on adaptive kriging metamodels for reliability analysis of soil slopes4
Settlement based load capacity curve for single helix helical pile in c - ϕ soil4
Estimation of water content of compacted Kunigel-V1 bentonite using near-infrared spectra4
On reliability of inferring liquefied shear strengths from simple shear testing4
Geotechnical properties of soft clays along Yangon River – Characteristics of soft clays in Thilawa Port area4
Centrifuge model tests on liquefaction-induced settlement of river embankments reinforced by floating-type cement treatment method4
Compression behavior and structure of undisturbed Q2 loess under wet-dry cycles4
Electroosmotic reinforcement mechanism and laboratory tests of pulsating direct current with a high energy efficiency ratio4
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading4
A new experimental setup for the determination of drying soil–water characteristic curve and coefficient of permeability using the continuous evaporation method and osmotic tensiometers4
Constitutive modeling and analysis of geomaterials4
Seismic performance of an existing anchored quay wall in the Ravenna port (Italy)4
Modeling effect of rock shape characteristics on run-out distribution of rockfalls4
Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression4
Effectiveness of sheet pile enclosure with drainage ability as liquefaction countermeasure for river levees4
Aging effects on liquefaction resistance of sand estimated from laboratory investigation4
The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils4
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions4
0.13296413421631