Soils and Foundations

Article	Citations
Acknowledgement of Reviewers for 2023	138
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria	50
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake	43
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading	41
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation	40
Analysis of the behaviour of retaining structures through a novel data interpretation approach	39
Rheological properties of deep-sea shallow sediments in the Western Pacific mining area	38
Editorial Board	34
Experiment, modelling, and simulation of rate-dependent stress–strain behaviour of unbound geomaterials	34
Editorial Board	30
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category	30
Failure envelope considering the ultimate tensile capacity of suction caissons in sand	29
Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling	27
Field investigation of steel screw micropiles under axial loads in cohesionless and cohesive soils	25
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil	24
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand	24
Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions	23
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees	23
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks	23
Failure mechanism of fine-grained soil-structure interface for energy piles	22
Pathway to a fully data-driven geotechnics: Lessons from materials informatics	22
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating	22
Strength and deformation properties of frozen sand under a true triaxial stress condition	21
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement	20
Editorial Board	19

Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles	19
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content	19
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing	19
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material	19
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities	18
Performance of high capacity socketed H-piles with long rock socket	18
Laboratory experiments on small-scale freezing sampling method for sand	18
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield	17
Radial deformation and failure of stabilised soft clay under uniaxial compression	17
Extraction of crude soybean urease using ethanol and its effect on soil cementation	17
Editorial Board	17
Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils	17
Natural soils’ shear strength prediction: A morphological data-centric approach	17
Experimental analysis of reinforcement methods for stone column foundations	16
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches	16
On the modelling of stress-dilatancy behavior in weakly cemented sands	16
Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads	16
Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration	15
Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil	14
Levee vulnerability assessment using an integrated unsaturated transient seepage model, sensitivity analysis, and fragility curves	14
An approach for characterising electrical conductivity of cement-admixed clays	14
Using experimental design to assess rate-dependent numerical models	14
A machine learning-based method for predicting the shear behaviors of rock joints	14
My road in search of elastoplastic soil mechanics	14
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions	13
Behavior of multi-layer permeable reactive barriers for groundwater remediation	13
The effects of internal erosion on granular soils used in transport embankments	13
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation	13
Microstructural characterisation of foam-induced porosity in lightweight cemented soils using X-ray micro-tomography	13
Editorial Board	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	12
Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term	12
Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep soft soils with medium sensibility	12
Heavy vibratory plate compaction of silty sand: A field study	12
Vacuum consolidation effect on the hydromechanical properties of the unusual soft clays of the former Texcoco Lake	12
Kinematic and inertial effects on piled rafts in soft ground supporting isolated and non-isolated buildings observed during the 2011 Tohoku earthquake	12
Uncertainty analysis for drilled shaft axial behavior using CYCU/DrilledShaft/143	12
Electricity-reaction–diffusion system for microbially induced carbonate precipitation	12
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
Seismic response of embankment dams: Shear beam analysis vs field observations	12
An experimental and theoretical research on shield screw conveyor discharging efficiency in moderately weathered mudstone strata and its influence on clogging	12
Mechanism of sampling disturbance for peat ground and its influence on mechanical properties	12
Ground water lowering at Minami-Kurihashi in Kuki City, Japan as countermeasure against liquefaction	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
Bioremediation for seleno-oxyanions in tunnel-excavated muck using selenate-reducing bacterium Stutzerimonas stutzeri NT-I	11
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes	11
Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures	11
Centrifuge modeling of pile-supported embankment on soft soil base for highway widening	11
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation	11

Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests	11
Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests	11
Numerical study on the shear strength of granular materials under the low confining pressure	11
Anisotropy in small-strain shear modulus of granular materials: Effects of particle properties and experimental conditions	11
Behaviour of a sandy silt gold tailings under drained simple shear loading in a torsional shear hollow cylinder apparatus	10
Centrifuge model test study on micro-pile reinforcement of shallow foundation	10
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level	10
Recent research development and their applications on aseismic reinforcement of existing railway earth structures	10
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees	10
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling	10
Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method	10
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions	10
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence	10
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil	10
Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration	10
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion	10
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content	10
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils	10
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement	10
Assessment of ground-anchored slope stability based on variation in residual tensile forces	10
Sandpile experiments and statistical analysis for slope failure, failure shape, and frequency distribution	9
Editorial Board	9
Experimental investigations and sustainability assessments of ground improvement studies of expansive soils	9
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials	9
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation	9
Deformation, resistance characteristics, and scale effects of rockfall protection soil embankments under static loading	9
Wellbore stability research based on transversely isotropic strength criteria in shale formation	9
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry	9
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground	9
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers	9
Relationship between void characteristics and re-liquefaction resistance: An image analysis study	9
Axial capacity ageing trends of large diameter tubular piles driven in sand	9
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation	9
A numerical study on the effects of particle size distribution on run-out distance of granular flow	9
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests	9
Editorial Board	9
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient	9
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes	9
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
Transition of gap-graded soil fabric – shear wave measurements and dispersion relation	8
Upcycling rice husk biowaste to improve cement-based peat soil stabilization	8
Resistance factors for design of square foundations on 3D cohesive soils against bearing capacity failure	8
Effects of high pressure on microbiologically induced calcium carbonate precipitation of methane hydrate-bearing sand layers	8
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)	8
Publisher’s Note	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
Prediction of creep strain from stress relaxation of sand in shear	8
Flow deformation characteristics of sandy soils under constant shear stress with water inflow	8
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives	7
Dewatering of bentonite slurries by the combined use of polymeric ferric sulfate (PFS) and optimized flocculation-preloading-electroosmosis (FPE)	7
Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning	7
Editorial Board	7
Triggering mechanism of long-distance flow-type landslides caused by 2018 Sulawesi Earthquake, Indonesia	7
Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils	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
Deformation characteristics and seepage mechanism of fractured rock mass under triaxial compression process	7
Comparative study of EICP treatment methods on the mechanical properties of sandy soil	7
Editorial Board	7
Efficient and accurate methodologies for MCS-based probabilistic analysis of tunnel face stability	7
Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study	7
Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand	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
Microscopic investigation into density dependence of water retention characteristics of sand during drying-wetting process	7
Editorial Board	7
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history	6
Evaluation of the damping ratio of soils in a resonant column using different methods	6
Use of electrodeposition to realise the crack-healing and pore-filling of weathered rock: A small specimen case	6
Prediction method of screw pile bearing capacity under uplift load	6
Experimental and numerical study on helical piles in aeolian sand: bearing behavior and design methods	6
Analysis of freezing and thawing processes in clay with freeze-induced compression (FIC) model	6
Experimental study and correction of dynamic characteristic parameters of silty clay under negative temperature conditions	6
Editorial Board	6
Pseudo-dynamic bearing capacity of strip foundations on rock masses considering the Rayleigh surface waves	6
Nonlinear consolidation of arbitrary layered soil with continuous drainage boundary: An approximate closed-form solution	6
Effect of fines contents on uplift behavior of underground structures in liquefiable ground	6
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model	6
Editorial Board	6
Robust optimization of stabilizing piles for landslides composed of soil–rock mixtures	6

Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan	6
Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay	6
Recognizing gradations of coarse soils based on big artificial samples and deep learning	6
Performance analysis of a jacked-in single pile and pile group in saturated clay ground	6
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world	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
The effect of salt on the freezing temperature of saline soil	6
Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil	5
Gas transport parameters of differently compacted granulated bentonite mixtures (GBMs) under air-dried conditions	5
Insights into durability assessment for compacted soils treated with paper sludge ash-based stabilizers	5
Using a genetic algorithm to develop a pile design method	5
Estimating S-wave velocity profiles from horizontal-to-vertical spectral ratios based on deep learning	5
SPH approach for stability analysis of soil slope with variable permeabilities	5
System dynamic reliability evaluation of multiple failure modes of earth dams subjected to strong earthquake excitation	5
Geotechnical characterization of collapsible salty sands subjected to monotonic and cyclic loadings – A case study for areas with high seismicity	5
Integrated remediation through solidification and dewatering of contaminated soil from laboratory investigation to in-situ application	5
Empirical approaches to estimate the nonlinear dynamic responses of earth-core rockfill dams subjected to earthquake ground motions	5
Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading	5
An analytical model for 3D consolidation and creep process of layered fractional viscoelastic soils considering temperature effect	5
Mixture design for eco-friendly hybrid clay treated with two stabilizers based on water absorption and retention of stabilizers	5
The shape of sand particles: Assessments of three-dimensional form and angularity	5
Bounding surface model refined with fractional dilatancy relation for sand	5
Influence of soil fabric anisotropy on the bearing capacity of geosynthetic-reinforced foundations under eccentric and inclined loadings	5
Influence of different axis-translation techniques using ceramic disks/microporous membrane filters on mechanical/hydraulic behavior of unsaturated soil	5
Liquefaction response of reclaimed soils from effective stress analysis	5
Frost heave performance of a foundation at an overhead transmission line in the alpine seasonal frozen regions	5
In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles	5
Spatial distribution estimation by considering the cross-correlation between components with indirect data using Gaussian process regression	5
Unified state boundary surface model for clay and sand under saturated and unsaturated conditions	5
Water and soil particle movement in unsaturated bentonite with constrained and free swelling boundaries	5
A new method for extrapolating the load-displacement response of drilled shaft foundations for interpretation of side capacity	5
Assessment of foundation damage during earthquakes using acoustic emission monitoring: An experimental study on the shaking table test	5
Hollow cylindrical torsional shear test simulating stress history of sand compaction pile work history	5
Advancement ratio effect on screw pile performance in the bearing layer	5
Foundation studies with physical modeling	5
A simplified three-parameter model for analyzing torsional vibration of rectangular foundations on layered soil	5
Geoenvironmental assessment of climate impacts from landfill gas emissions	5
Estimation of water content of compacted Kunigel-V1 bentonite using near-infrared spectra	4
Settlement based load capacity curve for single helix helical pile in c - ϕ soil	4
Constitutive modeling and analysis of geomaterials	4
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	4
Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression	4
Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM	4
Improved support point selection on adaptive kriging metamodels for reliability analysis of soil slopes	4
Editorial Board	4
On reliability of inferring liquefied shear strengths from simple shear testing	4
Simulating field grouting to improve the shear strength of consolidated clay by microbially induced carbonate precipitation	4
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions	4
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading	4
General analytical solutions for one-dimensional large strain consolidation of soft soils under electro-osmosis–surcharge preloading	4
Modeling effect of rock shape characteristics on run-out distribution of rockfalls	4
Seismic performance of an existing anchored quay wall in the Ravenna port (Italy)	4
The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils	4
Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter	4
Enhanced microstructural analysis of black cotton soil stabilized through rice husk ash integration	4
Anchor plate bearing capacity in flexible mesh facings	4
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch	4