Soils and Foundations

Article	Citations
Geotechnical uncertainty, modeling, and decision making	57
Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review	49
3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments	44
Effect of wet-dry cycles on shear strength of residual soil	43
Effect of cementation on the small-strain stiffness of granite residual soil	43
Large distance flow-slide at Jono-Oge due to the 2018 Sulawesi Earthquake, Indonesia	37
Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method	34
Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy	34
Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand	33
Vertical dynamic interactions of poroelastic soils and embedded piles considering the effects of pile-soil radial deformations	33
Instrumented model slopes to investigate the effects of slope inclination on rainfall-induced landslides	31
The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils	29
Fukae bridge collapse (Kobe 1995) revisited: New insights	28
Comparison of sand liquefaction in cyclic triaxial and simple shear tests	27
Effect of vertical effective and initial static shear stresses on the liquefaction resistance of sands in cyclic direct simple shear tests	26
Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network	25
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions	24
Centrifuge model tests and effective stress analyses of offshore wind turbine systems with a suction bucket foundation subject to seismic load	24
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 7	24
Mid-scale biocemented soil columns via enzyme-induced carbonate precipitation (EICP)	23
Evolution of shear wave velocity during triaxial compression	23
Compressive characteristics of methane hydrate-bearing sands under isotropic consolidation	23
An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand	23
Soil stiffness as a function of dry density and the degree of saturation for compaction control	21
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)	21

Analysis of microstructure and spatially dependent permeability of soft soil during consolidation deformation	21
Mixture design concept and mechanical characteristics of PS ash–cement-treated clay based on the water absorption and retention performance of PS ash	21
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil	21
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan	20
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load	20
Strength and stiffness parameters for hardening soil model of rockfill materials	20
Direct shear behavior of gravel-rubber mixtures: Discrete element modeling and microscopic investigations	19
Stiffness and strength development of the soft clay stabilized by the one-part geopolymer under one-dimensional compressive loading	19
Sealing performance of compacted block joints backfilled with bentonite paste or a particle-powder mixture	18
Accelerated carbonation of alkaline construction sludge by paper sludge ash-based stabilizer and carbon dioxide	18
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives	18
Rainfall-induced unstable slope monitoring and early warning through tilt sensors	18
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches	17
Deformation and cyclic resistance of sand in large-strain undrained torsional shear tests with initial static shear stress	17
A contact model for rough crushable sand	17
A new approach for evaluating lateral resistance of railway ballast associated with extended sleeper spacing	16
New mixture design approach to paper sludge ash-based stabilizers for treatment of potential irrigation earth dam materials with high water contents	16
Diffusion through soil-bentonite backfill from a constructed vertical cutoff wall	15
Effect of spatial variability on stability and failure mechanisms of 3D slope using random limit equilibrium method	15
Mechanical behavior of a floating model pile in unsaturated expansive soil associated with water infiltration: Laboratory investigations and numerical simulations	15
Influence of helix bending deflection on the load transfer mechanism of screw piles in sand: Experimental and numerical investigations	15
Stabilisation/solidification of lead-contaminated soil by using ladle furnace slag and carbon dioxide	15
Influence of prefabricated vertical drains spacing on FeCl3-vacuum consolidation of a landfill sludge	15
A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam	15
Effects of water content and interface roughness on the shear strength of silt–cement mortar interface	14
Effect of initial water content and shear stress on immersion-induced creep deformation and strength characteristics of gravelly mudstone	14
Response of sandy soil to the volume losses at the tunnel face level	14
Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning	14
Shear behaviour of sand-concrete interface with side post-grouting considering the unloading effect	14
Survey report on damage caused by 2019 Typhoon Hagibis in Marumori Town, Miyagi Prefecture, Japan	14
Shaft capacity of prestressed high strength concrete (PHC) pile-cemented soil column embedded in clayey soil	14
Cyclic lateral response of OWT bucket foundations in sand: 3D coupled effective stress analysis with Ta-Ger model	14
Evaluation of interpretation criteria for drilled shafts with tip post-grouting	14
Geotechnical characterization and liquefaction evaluation of gravelly reclamations and hydraulic fills (Port of Wellington, New Zealand)	13
Linking inherent anisotropy with liquefaction phenomena of granular materials by means of DEM analysis	13
Undrained creep behavior of CO2 hydrate-bearing sand and its constitutive modeling considering the cementing effect of hydrates	13
Test method for minimum and maximum densities of small quantities of soil	13
Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model	13
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world	13
Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom	13
Winkler springs for axial response of suction bucket foundations in cohesionless soil	13
Swelling pressure of compacted MX80 bentonite/sand mixture prepared by different methods	12
Evaluation of CO2 captured in alkaline construction sludge associated with pH neutralization	12
Investigation of the ultimate particle size distribution of a carbonate sand	12
Levee damage and bridge scour by 2019 typhoon Hagibis in Kanto Region, Japan	12
Wave-induced liquefaction and instability of offshore monopile in a drum centrifuge	12
Study on the optimization and performance of GFC soil stabilizer based on response surface methodology in soft soil stabilization	12
3D analysis of the 174-m high Quxue asphalt-core rockfill dam in a narrow canyon	12
Strength and deformation properties of frozen sand under a true triaxial stress condition	12
Evaluation of the damping ratio of soils in a resonant column using different methods	12

Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles	11
Sensitivity analysis of thermal factors affecting the nonlinear freezing process of soil	11
Transition of gap-graded soil fabric – shear wave measurements and dispersion relation	11
Effects of primary curing conditions and subsequent crumbling on properties of compacted soils treated with paper sludge ash-based stabilizers	11
1 g Shaking table model tests on seismic active earth pressure acting on retaining wall with cohesive backfill soil	10
On reliability of inferring liquefied shear strengths from simple shear testing	10
Effects of specimen thickness on apparent swelling pressure evolution of compacted bentonite	10
Compression behavior and structure of undisturbed Q2 loess under wet-dry cycles	10
Influence of sand incorporation on unconfined compression strength of cement-based stabilized soft clay	10
Comparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM	9
Bearing capacity optimization of T-shaped soil-cement column-improved soft ground under soft fill	9
Post-liquefaction deformation and strength characteristics of sand in torsional shear tests	9
Evaluation of fiber reinforcement on the strength behaviors of dredging slurry cemented at high water content	9
Development of geosynthetic-reinforced soil embankment resistant to severe earthquakes and prolonged overflows due to tsunamis	9
Water and salt phase change in sodium sulfate soil based on differential scanning calorimetry	9
Seismic performance of group pile foundation with ground improvement during liquefaction	9
Experimental study for temperature effect on swelling pressures during saturation of bentonites	9
Failure mechanism of fine-grained soil-structure interface for energy piles	9
The behaviour of a low- to medium-density chalk under a wide range of pressure conditions	9
Effectiveness of filter gabions against slope failure due to heavy rainfall	9
Vibration of subgrade and evaluation of derailment coefficient of train under combined earthquake- moving train load	9
An analytical model for 3D consolidation and creep process of layered fractional viscoelastic soils considering temperature effect	9
Extraction of crude soybean urease using ethanol and its effect on soil cementation	9
Comparative study of EICP treatment methods on the mechanical properties of sandy soil	8
Experimental study on stiffness degradation and monotonic response of reconstituted volcanic ash induced by internal erosion	8
Comparison of the dynamic responses of monopiles and gravity base foundations for offshore wind turbines in sand using centrifuge modelling	8
Anisotropy in small-strain shear modulus of granular materials: Effects of particle properties and experimental conditions	8
Measuring desiccation-induced tensile stress during cracking process	8
Constitutive model for gas hydrate-bearing soils considering different types of hydrate morphology and prediction of strength-band	8
Effects of internal erosion on the cyclic and post-cyclic mechanical behaviours of reconstituted volcanic ash	8
A model for freeze-thaw-induced plastic volume changes in saturated clays	8
Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading	8
Reconnaissance report on geotechnical damage caused by a localized torrential downpour with emergency warning level in Kyushu, Japan	8
Arbitrary particle domain interpolation method and application to problems of geomaterial deformation	8
Effect of shearing history on stress wave velocities of sands observed in triaxial compression tests	8
Seismic stability of embankments with different densities and upstream conditions related to the water level	8
Pore structure and falling rate stage of evaporation in homogeneous sandy soil profiles	8
Geoenvironmental assessment of climate impacts from landfill gas emissions	7
Key geomechanical properties of the historically liquefiable TP-Lisbon sand	7
Effects of sample crumbling and particle size on accelerated carbonation of alkaline construction sludge treated with paper-sludge ash-based stabilizers	7
A rational design approach to peat ground improvement by vertical drains	7
Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term	7
Proposed hybrid approach for three-dimensional subsurface simulation to improve boundary determination and design of optimum site investigation plan for pile foundations	7
Reliability-based design for earth-fill dams against severe natural disaster events	7
Experimental study on the erosion resistance of rubberized cement-soil	7
A new method for quantitative identification of potential landslide	7
Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading	7
Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019	7
Optimal mixing ratio and SWCC fitting of lightweight soil with cotton stalk fibres	7
Stress wave transmission and frequency-domain responses of gap-graded cohesionless soils	7
Effect of initial water content on undrained shear strength of K0 consolidated clay	7
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	7
Frequency- and intensity-dependent impedance functions of laterally loaded single piles in cohesionless soil	6
Probabilistic analysis of settlements under a pile foundation of a road bridge pylon	6
Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions	6
Influence of constriction-based retention ratio on suffusion in double-layered alluvial foundation with a cutoff wall	6
Suitability of swelling and collapse theory proposed based on virgin compression surface	6
Effects of temperature circulation on dredged sludge improved by vacuum preloading	6
Study on the ultimate bearing capacity of a strip footing influenced by an irregular underlying cavity in karst areas	6
Energy-based insight into characterization of shakedown behavior of fully weathered red mudstone	6
Sorption-desorption column tests to evaluate the attenuation layer using soil amended with a stabilising agent	6
Three-dimensional characterization of cracks in undisturbed Mile expansive soil using X-ray computed tomography	6
An approach for characterising electrical conductivity of cement-admixed clays	6
Effects of primary curing and subsequent disturbances on strength development of steel slag-treated marine clay	6
Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures	6
Effect of acidity on attenuation performance of sandy soil amended with granular calcium-magnesium composite	6
Empirical approaches to estimate the nonlinear dynamic responses of earth-core rockfill dams subjected to earthquake ground motions	6
End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress	6
Levee damage and revetment erosion by the 2019 Typhoon Hagibis in the Chikuma River, Japan	6
Instability evaluation of rubble mound for breakwaters subjected to tsunami-induced overflow and seepage flow	6
Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch	6
Effects of water intrusion on thermal conductivity and durability of carbonaceous rocks	5
Global sensitivity analysis of behavior of energy pile under thermo-mechanical loads	5
Performance analysis of a jacked-in single pile and pile group in saturated clay ground	5
Electricity-reaction–diffusion system for microbially induced carbonate precipitation	5
General analytical solutions for one-dimensional large strain consolidation of soft soils under electro-osmosis–surcharge preloading	5
Rainfall-oriented resilient design for slope system: Resilience-enhancing strategies	5
Assessment of the bio-cementation effect on shale soil using ultrasound measurement	5
Radial deformation and failure of stabilised soft clay under uniaxial compression	5
Strength characterization of cohesionless soil treated with cement and polyvinyl alcohol	5

Experimental investigation into effects of lignin on sandy loess	5
Centrifuge modeling of scale effect on hydraulic gradient of backward erosion piping in uniform aquifer under river levees	5
Effect of coral sand powders and seawater salinity on the impact mechanical properties of cemented coral sand	5
Hydraulic conductivity test system for compacted, 2-mm-thick bentonite specimens	5
In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles	5
Investigation of soil deformation characteristics during pullout of a ribbed reinforcement using X-ray micro CT	5
Exploring the possibility of assessing the damage degree of liquefaction based only on seismic records by artificial neural networks	5
Influence of applying overburden stress during curing on the unconfined compressive strength of cement-stabilized clay	5
Improvement in seismic resistance using replacement/counterweight fill method for existing high embankments on inclined ground constructed with various embankment materials	5
Centrifuge and numerical modeling of geometrical effects on XCC piled rafts	5
Research on the improvement of rainfall infiltration behavior of expansive soil slope by the protection of polymer waterproof coating	5
New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves	5
Evaluating temperature effects on leaching behavior of geogenic arsenic and boron from crushed excavated rocks using shaking and nonshaking batch tests	5
A prediction model for the loading-wetting volumetric behavior of unsaturated granular materials	5
Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM	5
Construction and field measurement of high-speed railway test embankment built on Indian expansive soil “Black Cotton Soil”	5
Numerical analysis of consolidation behavior of soil-bentonite backfill in a full-scale slurry trench cutoff wall test	5
Numerical investigation into the composite behaviour of over-deformed segmental tunnel linings strengthened by bonding steel plates	5
Coupled solute transport through a polymer-enhanced bentonite	5
Geoenvironmental approaches in an old municipal waste landfill reclamation process: Expectations vs reality	5
Using experimental design to assess rate-dependent numerical models	4
Numerical analysis of moisture and gas transport in earthen final covers considering effects of vapor and temperature gradient	4
Early warning system for rainfall- and snowmelt-induced slope failure in seasonally cold regions	4
Effect of particle size and particle size distribution on the post-liquefaction strength of granular soils	4
A Mohr-Coulomb-Vilar model for constitutive relationship in root-soil interface under changing suction	4
Settlement based load capacity curve for single helix helical pile in c - ϕ soil	4
Failure envelopes of pile groups under combined axial-moment loading: Theoretical background and experimental evidence	4
Monitoring the strength properties of electrokinetically treated soil by bender elements to determine the treatment period	4
Attempt to reproduce the mechanical behavior of cement-treated soil using elasto-plastic model considering soil skeleton structure	4
Validation of numerical predictions for liquefaction phenomenon – Lateral spreading in clean sands	4
Geotechnical investigation of the Naval dry dock at the Mietsu Naval Facility World Heritage Site, Japan	4
Stiffness decay characteristics and disturbance effect evaluation of structured clay based on in-situ tests	4
A unified approach to link small-strain shear modulus and liquefaction resistance of pumiceous sand	4
Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level	4
Influence of longitudinal structural connectivity on seismic performance of three-hinged precast arch culverts	4
Verification of effectiveness and design procedure of gravel drains for liquefaction remediation	4
A decoupled Arbitrary Lagrangian-Eulerian method for large deformation analysis of saturated sand	4
An approach for 2D modelling of laterally loaded piles	4
Technical report on the compression, structure, and creep behaviors of lacustrine soil deposits in Bogotá, Colombia	4
Frost heave performance of a foundation at an overhead transmission line in the alpine seasonal frozen regions	4
One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions	4
A numerical study on the effects of particle size distribution on run-out distance of granular flow	4
Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content	4
Multi-physics numerical analyses for predicting the alterations in permeability and reactive transport behavior within single rock fractures depending on temperature, stress, and fluid pH conditions	4
Macroscopic and microscopic investigation of the structural characteristics of artificially structured marine clay	4
Stability of composite-type breakwaters reinforced by rubble embankment	4
Novel method for evaluating water absorption and retention of waste-based stabilizers using suction filtration to predict treatment effects on soft clay soils	4
Effect of disordered pore distribution on the fracture of brittle porous media studied by bonded DEM	4
Using a genetic algorithm to develop a pile design method	4
Evaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility	3
On the modeling of frequency- and intensity-dependent impedance functions at the head of horizontally loaded single piles	3
Long-term response of flexible pipe in sand trench due to consolidation of native clay	3
Correlation between motion of source bender element and feedback signal induced by self-monitoring	3
Formation of pyromorphite by hydroxyapatite during lead migration in soil with different phosphorus sorption abilities	3
Critical application zone of the jet grouting piles in the vicinity of existing high-speed railway bridge in deep soft soils with medium sensibility	3
Post-erosion mechanical responses of internally unstable gap-graded soil under drained torsional simple shear and triaxial compression	3
Insight on bulk shear strength parameters of clay using discrete element approach incorporating physics-based interparticle force model	3
Effect of dry-wet cycles on leaching behavior of recovered soil collected from tsunami deposits containing geogenic arsenic	3
Experimental study of the interface evolution behavior and softening mechanism of structure-marine soil	3
Failure surface for shallow foundations in sand using a classical bearing capacity	3
Soil element assessment of cyclic-load-induced settlement considering combination of vertical, horizontal, and shear stresses in cohesive soil	3
Bounding surface model refined with fractional dilatancy relation for sand	3
A pre-trained deep-learning surrogate model for slope stability analysis with spatial variability	3
On the modelling of stress-dilatancy behavior in weakly cemented sands	3
Effect of loading eccentricity on the ultimate lateral resistance of twin-piles in clay	3
Strength estimation method for arbitrary age of cement-treated soil based on high-temperature curing history	3
Testing and modelling total suction effects on compressibility and creep of crushable granular material	3
Geotechnical damage survey report on February 6, 2023 Turkey-Syria Earthquake, Turkey	3
Dynamic stress accumulation effects on soil strength under cyclic loading	3
New analytical method for predicting stresses around rectangular tunnels under arbitrary stress boundary conditions	3
Testing the shearing creep of composite geomembranes-cushion interface and its empirical model	3
Unified state boundary surface model for clay and sand under saturated and unsaturated conditions	3
Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study	3
Wide / narrow-area slope stability analysis considering infiltration and runoff during heavy precipitation	3
Experimental study on the anti-clogging ability of siphon drainage and engineering application	3
Evaluation of natural and artificial fiber reinforcements on the mechanical properties of cement-stabilized dredged sediment	3
Unified modeling behavior of rockfill materials along different loading stress paths	3
Geotechnical approaches for preservation of openly exhibited Geo-relics damaged by rainfall infiltration	3
Addressing the challenges of homogeneity, quality control and waste handling in soil bio-cementation: A large-scale experiment	3
Numerical simulation based heuristic investigation of inertia-induced phenomena and theoretical solution based verification by the damped wave equation for the dynamic deformation of saturated soil ba	3
Gas transport parameters of differently compacted granulated bentonite mixtures (GBMs) under air-dried conditions	3
The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils	3
Numerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM	3
Use of electrodeposition to realise the crack-healing and pore-filling of weathered rock: A small specimen case	3
Assessment of the upstream slope failure of a dam due to repeated cyclic drawdown	3
Analysis of long-term settlement of road embankment on peat ground during its service period	3
A simplified method for evaluating temperature effect on the behavior of layered soil with a time-varying cylindrical heat source	3