OOIR: Observatory of International Research

Papers

(The TQCC of Soils and Foundations is 9. 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 2020-04-01 to 2024-04-01.)

Article	Citations
Mitigating wind erosion of sand using biopolymer-assisted EICP technique	78
Freeze-thaw durability and shear responses of cemented slope soil treated by microbial induced carbonate precipitation	76
Investigation of pore-scale CaCO3 distributions and their effects on stiffness and permeability of sands treated by microbially induced carbonate precipitation (MICP)	67
Overview of long-distance flow-slide caused by the 2018 Sulawesi earthquake, Indonesia	58
Damage of saline intact loess after dry-wet and its interpretation based on SEM and NMR	55
Development of genetic-based models for predicting the resilient modulus of cohesive pavement subgrade soils	47
Geotechnical uncertainty, modeling, and decision making	45
An experimental study on micro-structural and geotechnical characteristics of expansive clay mixed with EPS granules	44
Geotechnical behaviour and micro-analyses of expansive soil amended with marble dust	41
Effect of cementation on the small-strain stiffness of granite residual soil	38
Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review	36
3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments	35
Large distance flow-slide at Jono-Oge due to the 2018 Sulawesi Earthquake, Indonesia	34
Vertical dynamic interactions of poroelastic soils and embedded piles considering the effects of pile-soil radial deformations	30
Tire-chip reinforced foundation as liquefaction countermeasure for residential buildings	30
Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy	29
Effect of wet-dry cycles on shear strength of residual soil	27
Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method	27
Rockfall impacts on sand cushions with different soil mechanical characteristics using discrete element method	26
Large-scale flowslide in Sibalaya caused by the 2018 Sulawesi earthquake	25
Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand	24
The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils	24
Instrumented model slopes to investigate the effects of slope inclination on rainfall-induced landslides	23
Simulation of overtopping and seepage induced dike failure using two-point MPM	23
Influence of particle shape and size on the threshold fines content and the limit index void ratios of sands containing non-plastic fines	23

Numerical and experimental investigation of saturated granular column collapse in air	22
The micro-mechanical behaviour of sand–rubber mixtures under shear: An experimental study based on X-ray micro-tomography	22
Limit load space of rigid footing under eccentrically inclined load	22
Comparison of sand liquefaction in cyclic triaxial and simple shear tests	21
Strength estimation of cement-treated marine clay with wide ranges of sand and initial water contents	21
An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand	21
A DEM investigation on crushing of sand particles containing intrinsic flaws	21
Field tests on behavior of pre-bored grouted planted pile and bored pile embedded in deep soft clay	21
Fukae bridge collapse (Kobe 1995) revisited: New insights	20
Evolution of shear wave velocity during triaxial compression	20
Compressibility and strength development of geopolymer stabilized columns cured under stress	20
Evaporation and shrinkage processes of compacted bentonite-sand mixtures	20
A new abrasive wear model for railway ballast	20
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions	20
Effect of inclined and eccentric loading on the bearing capacity of strip footing placed on the reinforced slope	19
Mid-scale biocemented soil columns via enzyme-induced carbonate precipitation (EICP)	19
Numerical simulation of a free fall penetrometer deployment using the material point method	18
Fundamental study on the acceleration of the neutralization of alkaline construction sludge using a CO2 incubator	18
Particle-scale insight into soil arching under trapdoor condition	18
Centrifuge model tests and effective stress analyses of offshore wind turbine systems with a suction bucket foundation subject to seismic load	18
Compressive characteristics of methane hydrate-bearing sands under isotropic consolidation	17
Development of thermal and deformation stability of Qinghai-Tibet Highway under sunny-shady slope effect in southern Tanglha region in recent decade	17
Effect of vertical effective and initial static shear stresses on the liquefaction resistance of sands in cyclic direct simple shear tests	17
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load	17
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 7	17
Soil stiffness as a function of dry density and the degree of saturation for compaction control	16
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil	16
Using pore size distribution and porosity to estimate particle size distribution by nuclear magnetic resonance	16
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan	16
Strength and stiffness parameters for hardening soil model of rockfill materials	16
Analysis of microstructure and spatially dependent permeability of soft soil during consolidation deformation	16
Effect of the pore fluid salinities on the behaviour of an electrokinetic treated soft clayey soil	15
Design and performance of the Quxue asphalt-core rockfill dam	15
A pore water pressure model calibration based on in-situ test results	15
Mixture design concept and mechanical characteristics of PS ash–cement-treated clay based on the water absorption and retention performance of PS ash	15
Acoustic emission behavior of granular soils with various ground conditions in drained triaxial compression tests	15
Estimating multidirectional stiffness of soils using planar piezoelectric transducers in a large triaxial apparatus	14
Hydraulic and sorption performances of soil amended with calcium-magnesium composite powder against natural arsenic contamination	14
Direct shear behavior of gravel-rubber mixtures: Discrete element modeling and microscopic investigations	14
Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network	14
Deformation and cyclic resistance of sand in large-strain undrained torsional shear tests with initial static shear stress	14
Recycling of dredged river silt reinforced by an eco-friendly technology as microbial induced calcium carbonate precipitation (MICP)	14
Rainfall-induced unstable slope monitoring and early warning through tilt sensors	14
A new approach for evaluating lateral resistance of railway ballast associated with extended sleeper spacing	13
Continuous pressurization method for a rapid determination of the soil water characteristics curve for remolded and undisturbed cohesionless soils	13
Comparison of UBCSAND and Hypoplastic soil model predictions using the Material Point Method	13
Stiffness and strength development of the soft clay stabilized by the one-part geopolymer under one-dimensional compressive loading	13
Undrained cyclic responses of granulated rubber-sand mixtures	13
Cyclic lateral response of OWT bucket foundations in sand: 3D coupled effective stress analysis with Ta-Ger model	13
A contact model for rough crushable sand	13

Sealing performance of compacted block joints backfilled with bentonite paste or a particle-powder mixture	12
Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model	12
Diffusion through soil-bentonite backfill from a constructed vertical cutoff wall	12
Accelerated carbonation of alkaline construction sludge by paper sludge ash-based stabilizer and carbon dioxide	12
Levee damage and bridge scour by 2019 typhoon Hagibis in Kanto Region, Japan	12
Shaft capacity of prestressed high strength concrete (PHC) pile-cemented soil column embedded in clayey soil	12
Survey report on damage caused by 2019 Typhoon Hagibis in Marumori Town, Miyagi Prefecture, Japan	12
New mixture design approach to paper sludge ash-based stabilizers for treatment of potential irrigation earth dam materials with high water contents	11
Experimental and numerical studies on the reinforcing mechanisms of geosynthetic-reinforced granular soil under a plane strain condition	11
Response of sandy soil to the volume losses at the tunnel face level	11
Compressibility of remoulded and cement-treated Kuttanad soil	11
Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm	11
Influence of helix bending deflection on the load transfer mechanism of screw piles in sand: Experimental and numerical investigations	11
Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom	11
Shear behaviour of sand-concrete interface with side post-grouting considering the unloading effect	11
Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives	11
Round robin test on angle of repose: DEM simulation results collected from 16 groups around the world	11
Influence of prefabricated vertical drains spacing on FeCl3-vacuum consolidation of a landfill sludge	11
Linking inherent anisotropy with liquefaction phenomena of granular materials by means of DEM analysis	10
Winkler springs for axial response of suction bucket foundations in cohesionless soil	10
Test method for minimum and maximum densities of small quantities of soil	10
Effects of water content and interface roughness on the shear strength of silt–cement mortar interface	10
Wave-induced liquefaction and instability of offshore monopile in a drum centrifuge	10
Mechanical behavior of a floating model pile in unsaturated expansive soil associated with water infiltration: Laboratory investigations and numerical simulations	10
Prediction of cement suspension groutability based on sand hydraulic conductivity	10
Ground movements and damage in Satozuka district, Sapporo due to 2018 Hokkaido Eastern Iburi Earthquake	10
Evaluation of interpretation criteria for drilled shafts with tip post-grouting	10
3D analysis of the 174-m high Quxue asphalt-core rockfill dam in a narrow canyon	9
1 g Shaking table model tests on seismic active earth pressure acting on retaining wall with cohesive backfill soil	9
Analysis on shaft resistance of the steel pipe prebored and precast piles based on field load-transfer curves and finite element method	9
Stabilisation/solidification of lead-contaminated soil by using ladle furnace slag and carbon dioxide	9
Evaluation of the spatial variability characteristics of the unsaturated clay in Hefei, China	9
Role of particle shape in determining tensile strength and energy release in diametrical compression of natural silica grains	9
Evaluation of CO2 captured in alkaline construction sludge associated with pH neutralization	9
Sensitivity analysis of thermal factors affecting the nonlinear freezing process of soil	9
Strength and deformation properties of frozen sand under a true triaxial stress condition	9
Study on the optimization and performance of GFC soil stabilizer based on response surface methodology in soft soil stabilization	9
Swelling pressure of compacted MX80 bentonite/sand mixture prepared by different methods	9
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches	9
Undrained creep behavior of CO2 hydrate-bearing sand and its constitutive modeling considering the cementing effect of hydrates	9
Geotechnical characterization and liquefaction evaluation of gravelly reclamations and hydraulic fills (Port of Wellington, New Zealand)	9
Evaluation of the damping ratio of soils in a resonant column using different methods	9