Soils and Foundations

Article	Citations
Acknowledgement of Reviewers for 2023	169
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake	55
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading	48
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation	44
Effect of gradation characteristics on seepage failure in foam-conditioned gap-graded soils for EPB shield tunneling	44
Relationship between Debye length and the number of absorbed water molecules in montmorillonite at the liquid limit of bentonite	42
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria	42
Analysis of the behaviour of retaining structures through a novel data interpretation approach	37
Sinkage analysis of a full-scale deep-sea mining vehicle track considering dynamic coupling between grouser assemblies and a heterogeneous seabed	35
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks	34
Failure envelope considering the ultimate tensile capacity of suction caissons in sand	33
Experiment, modelling, and simulation of rate-dependent stress–strain behaviour of unbound geomaterials	31
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Pathway to a fully data-driven geotechnics: Lessons from materials informatics	27
Rheological properties of deep-sea shallow sediments in the Western Pacific mining area	26
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees	26
Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling	26
Failure mechanism of fine-grained soil-structure interface for energy piles	26
Field investigation of steel screw micropiles under axial loads in cohesionless and cohesive soils	26
Investigating instability mechanism of loess: experimental insights from two constant shear modes	24
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category	22
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating	22
Evaluation of the relationship between freezing point and suction of sodium sulfate loess near 0°C	22
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil	22

Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions	22
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand	22
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Laboratory experiments on small-scale freezing sampling method for sand	20
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities	20
Performance of high capacity socketed H-piles with long rock socket	20
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material	20
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing	19
Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles	19
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement	18
Editorial Board	18
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content	18
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield	18
Shallow ground improvement by log piles for liquefaction mitigation of small residential buildings: experimental study by 1-g shaking table tests	18
Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads	17
On the modelling of stress-dilatancy behavior in weakly cemented sands	17
Experimental analysis of reinforcement methods for stone column foundations	16
Radial deformation and failure of stabilised soft clay under uniaxial compression	16
Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils	16
Strength and modulus evolution in laboratory prepared deep soil mix samples and implications in design for high plasticity clays	16
Natural soils’ shear strength prediction: A morphological data-centric approach	16
Extraction of crude soybean urease using ethanol and its effect on soil cementation	16
Kinematic response of end-bearing piles in nonhomogeneous unsaturated soils subjected to seismic P-waves	16
Microstructural characterisation of foam-induced porosity in lightweight cemented soils using X-ray micro-tomography	15
Behavior of multi-layer permeable reactive barriers for groundwater remediation	15
Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration	15
Using experimental design to assess rate-dependent numerical models	15
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions	15
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches	15
My road in search of elastoplastic soil mechanics	15
Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil	15
Experimental study on the shear behaviour and acoustic emission of active waveguide under soil–structure interaction	14
Levee vulnerability assessment using an integrated unsaturated transient seepage model, sensitivity analysis, and fragility curves	14
The effects of internal erosion on granular soils used in transport embankments	14
Reconstruction of landslide events in urban setting using LLM-based Agentic AI with multimodal data	14
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation	14
A machine learning-based method for predicting the shear behaviors of rock joints	14
Sustainable soil improvement using marine-derived biopolymers: strength and durability perspectives	14
Editorial Board	13
An experimental and theoretical research on shield screw conveyor discharging efficiency in moderately weathered mudstone strata and its influence on clogging	13
Electricity-reaction–diffusion system for microbially induced carbonate precipitation	13
Vacuum consolidation effect on the hydromechanical properties of the unusual soft clays of the former Texcoco Lake	13
Seismic response of embankment dams: Shear beam analysis vs field observations	13
Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term	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
Uncertainty analysis for drilled shaft axial behavior using CYCU/DrilledShaft/143	13
Mechanism of sampling disturbance for peat ground and its influence on mechanical properties	13
Kinematic and inertial effects on piled rafts in soft ground supporting isolated and non-isolated buildings observed during the 2011 Tohoku earthquake	13
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	13
Effects of internal erosion on mechanical properties of different soil compositions and its impact on their cyclic response	12

Influence of ground anchors corrosion and uncertainty strength parameters: A case study slope failure in northern Taiwan	12
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves	12
Ground water lowering at Minami-Kurihashi in Kuki City, Japan as countermeasure against liquefaction	12
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation	12
Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests	12
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures	12
Heavy vibratory plate compaction of silty sand: A field study	12
Failure area change estimation and tunnel face pressure characteristics of large soil-covering tunnel tests	12
Numerical study on the shear strength of granular materials under the low confining pressure	12
Bioremediation for seleno-oxyanions in tunnel-excavated muck using selenate-reducing bacterium Stutzerimonas stutzeri NT-I	12
Assessment of ground-anchored slope stability based on variation in residual tensile forces	11
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement	11
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes	11
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening	11
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil	11
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence	11
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests	11
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling	11
Behaviour of a sandy silt gold tailings under drained simple shear loading in a torsional shear hollow cylinder apparatus	11
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils	11
Model test research on the uneven stress and deformation characteristics of high-speed railway tunnel bottom structures	11
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion	10
Centrifuge model test study on micro-pile reinforcement of shallow foundation	10
Experimental investigation on mechanical behaviour, hydraulic conductivity, and microstructure of cement-stabilized soil mixed with biochar	10
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation	10
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees	10
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level	10
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content	10
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers	10
Unified pseudo-static seismic reduction factors for shallow foundations via an earth-pressure framework	10
Shear failure surface and bearing capacity calculation model for coral sand foundations with high internal friction angles	10
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The behaviour of a low- to medium-density chalk under a wide range of pressure conditions	10
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests	10
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry	10
Sandpile experiments and statistical analysis for slope failure, failure shape, and frequency distribution	10
Cross-model feature-importance analysis of soil properties for predicting optimum moisture content and maximum dry unit weight of fine-grained soils	10
Wellbore stability research based on transversely isotropic strength criteria in shale formation	9
A numerical study on the effects of particle size distribution on run-out distance of granular flow	9
Axial capacity ageing trends of large diameter tubular piles driven in sand	9
Deformation, resistance characteristics, and scale effects of rockfall protection soil embankments under static loading	9
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation	9
Editorial Board	9
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground	9
Upcycling rice husk biowaste to improve cement-based peat soil stabilization	9
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes	9
Optimizing compaction of low-grade embankment soils with non-plastic fines under cyclic traffic loading and seasonal moisture variations	8
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient	8
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials	8
Effects of high pressure on microbiologically induced calcium carbonate precipitation of methane hydrate-bearing sand layers	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
Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand	8
Experimental investigations and sustainability assessments of ground improvement studies of expansive soils	8
Effects of water immersion on the mechanical properties and hydrochemical characteristics of cemented calcareous soil	8
Study on long-term subsidence of soft clay due to Niigata-ken Chuetsu-oki earthquake of 2007	8
Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil	8
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)	8
Relationship between void characteristics and re-liquefaction resistance: An image analysis study	8
Flow deformation characteristics of sandy soils under constant shear stress with water inflow	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
Editorial Board	7
Efficient and accurate methodologies for MCS-based probabilistic analysis of tunnel face stability	7
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives	7
Investigation into the dynamic compaction reinforcement characteristics and particle crushing effects of construction and demolition waste	7
Experimental and numerical study on helical piles in aeolian sand: bearing behavior and design methods	7
Recognizing gradations of coarse soils based on big artificial samples and deep learning	7
Deformation characteristics and seepage mechanism of fractured rock mass under triaxial compression process	7
Resistance factors for design of square foundations on 3D cohesive soils against bearing capacity failure	7
Prediction of creep strain from stress relaxation of sand in shear	7
Dewatering of bentonite slurries by the combined use of polymeric ferric sulfate (PFS) and optimized flocculation-preloading-electroosmosis (FPE)	7
Comparative study of EICP treatment methods on the mechanical properties of sandy soil	7
Effect of fines contents on uplift behavior of underground structures in liquefiable ground	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
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Microscopic investigation into density dependence of water retention characteristics of sand during drying-wetting process	7
The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation	7
Settlement prediction of shallow foundations for quality controls of sandy hydraulic fills	7
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils	7
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution	7
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Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning	7
Prediction method of screw pile bearing capacity under uplift load	6
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Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay	6
Analytical formulation for the study of the effect of shear deformations on beam-columns and piles: Engesser and Haringx theories	6
An apparent compression coefficient model for rock mass incorporating multi-component compressibility and gas adsorption-induced strain	6
Analysis of freezing and thawing processes in clay with freeze-induced compression (FIC) model	6
Simple method for the numerical simulation of the elastic impulse response of a pile head	6
Editorial Board	6
Experiments for the role of sliding connection in rigid faced GRS walls under transverse relative settlement	6
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures	6
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model	6
Triggering mechanism of long-distance flow-type landslides caused by 2018 Sulawesi Earthquake, Indonesia	6
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan	6
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world	6
Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves	6
A new method for extrapolating the load-displacement response of drilled shaft foundations for interpretation of side capacity	5
Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings	5
Water and soil particle movement in unsaturated bentonite with constrained and free swelling boundaries	5
Insights into durability assessment for compacted soils treated with paper sludge ash-based stabilizers	5
SPH approach for stability analysis of soil slope with variable permeabilities	5
Bounding surface model refined with fractional dilatancy relation for sand	5
Foundation studies with physical modeling	5
Effect of water adsorbents additives on the engineering properties of industrial wastes-dredged sludge composites	5
Slope stability analysis with surrogate modeling: incorporating rainfall infiltration and spatial variability of soil parameters	5
Real-time slope stability analysis of gentle expansive soil slope under rainfall infiltration condition	5
Liquefaction response of reclaimed soils from effective stress analysis	5
Influence of different axis-translation techniques using ceramic disks/microporous membrane filters on mechanical/hydraulic behavior of unsaturated soil	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
Geoenvironmental assessment of climate impacts from landfill gas emissions	5
Frost heave performance of a foundation at an overhead transmission line in the alpine seasonal frozen regions	5
Advancement ratio effect on screw pile performance in the bearing layer	5
Enhanced diesel removal from contaminated soil: A coupled approach of negative-pressure extraction and subzero-temperature-induced migration	5
The effect of salt on the freezing temperature of saline soil	5
Effect of carbonic anhydrase enzymes on strength of soil cement	5
Experimental study and correction of dynamic characteristic parameters of silty clay under negative temperature conditions	5
Integrated remediation through solidification and dewatering of contaminated soil from laboratory investigation to in-situ application	5
The shape of sand particles: Assessments of three-dimensional form and angularity	5
Research on creep mechanical properties and damage mechanisms of water-saturated coal-bearing sandstone under freeze-thaw cycles	5
Estimating S-wave velocity profiles from horizontal-to-vertical spectral ratios based on deep learning	5
Undrained cyclic loading behavior of cemented sand in hollow torsional shear tests considering the minor principal stress	5
Experimental investigation of swelling and microstructural properties of Kunigel V1 bentonite infiltrated by NaCl solutions	5
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history	5
Assessment of foundation damage during earthquakes using acoustic emission monitoring: An experimental study on the shaking table test	5
System dynamic reliability evaluation of multiple failure modes of earth dams subjected to strong earthquake excitation	5
A novel settlement calculation method and engineering application of strength composite piles	5
Observed performances and spatial effects of a set of 40 m ultra-deep rectangular excavations in Shanghai soft soils	5
A simplified three-parameter model for analyzing torsional vibration of rectangular foundations on layered soil	5
Scattering of near-source SH-waves by non-isosceles trapezoidal loess tableland: semi-analytical method and parametric study	5
Mixture design for eco-friendly hybrid clay treated with two stabilizers based on water absorption and retention of stabilizers	5
Enhanced microstructural analysis of black cotton soil stabilized through rice husk ash integration	4
Modeling effect of rock shape characteristics on run-out distribution of rockfalls	4
Settlement based load capacity curve for single helix helical pile in c - ϕ soil	4
A new automatic noise elimination method for rock collapse warning system	4
Gas transport parameters of differently compacted granulated bentonite mixtures (GBMs) under air-dried conditions	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
Assessment of probability of failure of cement-mixed ground based on laboratory strength	4
In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles	4
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Estimation of water content of compacted Kunigel-V1 bentonite using near-infrared spectra	4
Anchor plate bearing capacity in flexible mesh facings	4
Seismic performance of an existing anchored quay wall in the Ravenna port (Italy)	4
Development of a method for estimating soil moisture using obliquely reflected light in two-dimensional soil experiments	4
Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM	4
Characterizing the shearing strength of compacted Qiantang River silty clay from a state-dependent perspective	4
Unified state boundary surface model for clay and sand under saturated and unsaturated conditions	4
Aging effects of liquefied ground for over a decade estimated from in-situ sounding tests and geophysical exploration	4
Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading	4
Simulating field grouting to improve the shear strength of consolidated clay by microbially induced carbonate precipitation	4
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch	4
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading	4
Improved support point selection on adaptive kriging metamodels for reliability analysis of soil slopes	4
Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil	4
Dam-break dynamics of transparent granular media in water using multi-sectional visualization	4
Alternative approach for the calibration of reliability-based regional resistance factors for axially loaded drilled shafts	4
Hollow cylindrical torsional shear test simulating stress history of sand compaction pile work history	4
Centrifuge modeling of plant roots reinforcement on soil slope under excavation conditions	4