Soils and Foundations

Papers
(The TQCC of Soils and Foundations is 8. 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 2021-06-01 to 2025-06-01.)
ArticleCitations
Evaluation of interpretation criteria for drilled shafts with tip post-grouting96
A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr–Coulomb criteria80
Insights on the role of local site effects on damage distribution in the Izmir metropolitan area induced by the October 30, 2020 Samos earthquake65
Analysis of the behaviour of retaining structures through a novel data interpretation approach56
Acknowledgement of Reviewers for 202344
Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation36
Editorial Board33
Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading33
Editorial Board32
Prediction of ground vibration under combined seismic and high-speed train loads considering earthquake intensity and site category31
Ensemble learning of soil–water characteristic curve for unsaturated seepage using physics-informed neural networks31
Mechanical properties and microscopic research of different types of bentonite in conjunction with cement and fine sand31
Failure envelope considering the ultimate tensile capacity of suction caissons in sand30
Strength and deformation properties of frozen sand under a true triaxial stress condition30
Pathway to a fully data-driven geotechnics: Lessons from materials informatics30
A Mohr-Coulomb-Vilar model for constitutive relationship in root-soil interface under changing suction29
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees29
Modifying behavior of calcined waste phosphorus slag on the dispersivity and mechanical properties of dispersive soil28
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating28
Failure mechanism of fine-grained soil-structure interface for energy piles27
Primary and secondary consolidation characteristics of a high plasticity overconsolidated clay in compression and swelling24
Performance of high capacity socketed H-piles with long rock socket24
Evolution of the deformation characteristics of an inclined over-deep caisson based on the dynamic control method of uneven settlement24
Editorial Board24
Investigation on ion concentration of pore water in compacted bentonite after infiltrated by salt solutions24
Mesoscopic mechanism behind the inherent reliquefaction resistance subjected to repeated earthquakes using centrifuge modelling and advanced digital image processing24
Cavity reverse expansion considering elastoplastic unloading and application in cast-in-situ bored piles23
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content22
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities22
Evaluation of carbonated incineration bottom ash using exhaust gas and CO2 discharged from waste incineration facilities as ground material21
Natural soils’ shear strength prediction: A morphological data-centric approach20
Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads20
Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration20
Torsional dynamic response of a floating pile in radially inhomogeneous saturated soils20
One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions19
Comparison of sand liquefaction in cyclic triaxial and simple shear tests18
Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model18
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches18
Extraction of crude soybean urease using ethanol and its effect on soil cementation18
On the modelling of stress-dilatancy behavior in weakly cemented sands18
Influence of helix bending deflection on the load transfer mechanism of screw piles in sand: Experimental and numerical investigations18
Application of tree-based methods in predicting the surface settlement arising from the tunnel excavation with large mix-shield18
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation17
Influence of acidic environment and temperature on mechanical behavior of cement-treated Masado and numerical modeling with a thermoelasto-viscoplastic model17
Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil17
Radial deformation and failure of stabilised soft clay under uniaxial compression17
An approach for characterising electrical conductivity of cement-admixed clays17
Using experimental design to assess rate-dependent numerical models16
A machine learning-based method for predicting the shear behaviors of rock joints16
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions15
My road in search of elastoplastic soil mechanics15
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 wall15
The effects of internal erosion on granular soils used in transport embankments15
Editorial Board15
Behavior of multi-layer permeable reactive barriers for groundwater remediation15
Mechanism of sampling disturbance for peat ground and its influence on mechanical properties14
Vacuum consolidation effect on the hydromechanical properties of the unusual soft clays of the former Texcoco Lake14
Kinematic and inertial effects on piled rafts in soft ground supporting isolated and non-isolated buildings observed during the 2011 Tohoku earthquake13
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves13
A prediction model for the loading-wetting volumetric behavior of unsaturated granular materials13
Experimental study on thermal conductivity and microscopic characterization of sandy clay in deep buried formation13
Effects of internal erosion on mechanical properties of different soil compositions and its impact on their cyclic response13
Uncertainty analysis for drilled shaft axial behavior using CYCU/DrilledShaft/14313
Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep soft soils with medium sensibility13
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests13
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
Influence of ground anchors corrosion and uncertainty strength parameters: A case study slope failure in northern Taiwan13
Ground water lowering at Minami-Kurihashi in Kuki City, Japan as countermeasure against liquefaction13
Study on uplift mechanism of grouted implantation steel pipe pile by direct shear and model tests12
Effect of initial water content on undrained shear strength of K0 consolidated clay12
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
Numerical study on the shear strength of granular materials under the low confining pressure12
Heavy vibratory plate compaction of silty sand: A field study12
Anisotropy in small-strain shear modulus of granular materials: Effects of particle properties and experimental conditions12
Experimental and numerical study on reinforcement effect of plate anchors or flip anchors on model slopes12
Effect of deep mixed column pattern on the performance of basal reinforced embankment resting on soft soil12
Crack evolution mechanism of stratified rock mass under different strength ratios and soft layer thickness: Insights from DEM modeling12
Corrigendum to “Centrifuge modelling of the behaviour of pile groups under vertical eccentric load”. [Soils Found. 61 (2021) 465–479]11
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content11
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level11
Recent research development and their applications on aseismic reinforcement of existing railway earth structures11
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions11
Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method11
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded 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
Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence11
Strength development of dredged sediment stabilized with nano-modified sulphoaluminate cement10
Editorial Board10
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers10
Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground10
Prediction of hydraulic gradient for backward erosion piping in river levees considering flow regime and pipe geometry10
Editorial Board10
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 710
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils10
Small strain shear modulus of saturated and unsaturated cohesive soils under anisotropic consolidation10
Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration10
Centrifuge model tests on suffusion-induced deterioration and its consequences in seismic response of levees9
Evaluation of liquefaction strength of Japanese natural sandy soil using triaxial and simple shear tests9
Editorial Board9
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials9
Wellbore stability research based on transversely isotropic strength criteria in shale formation9
Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes9
A numerical study on the effects of particle size distribution on run-out distance of granular flow9
Stress wave transmission and frequency-domain responses of gap-graded cohesionless soils9
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient9
Axial capacity ageing trends of large diameter tubular piles driven in sand9
Variability in jacking resistance of adjacent steel pipe piles under controlled pile installation8
Relationship between void characteristics and re-liquefaction resistance: An image analysis study8
Prediction of creep strain from stress relaxation of sand in shear8
Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil8
Efficient and accurate methodologies for MCS-based probabilistic analysis of tunnel face stability8
Attempt to reproduce the mechanical behavior of cement-treated soil using elasto-plastic model considering soil skeleton structure8
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)8
Resistance factors for design of square foundations on 3D cohesive soils against bearing capacity failure8
Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles8
Publisher’s Note8
Flow deformation characteristics of sandy soils under constant shear stress with water inflow8
Transition of gap-graded soil fabric – shear wave measurements and dispersion relation8
Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study8
Evaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility8
Installation of open-ended piles: A numerical investigation into the effects on the state of silica sand8
Editorial Board8
Evaluation of CO2 captured in alkaline construction sludge associated with pH neutralization8
Sorption-desorption column tests to evaluate the attenuation layer using soil amended with a stabilising agent8
Study on long-term subsidence of soft clay due to Niigata-ken Chuetsu-oki earthquake of 20078
The effect of suffusion on small strain shear modulus of gap-graded soil under principal stress rotation8
Drilling parameters as predictors of the measured full scale performance of CFA piles by using statistical analysis of CPT profiles: a case study8
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