OOIR: Observatory of International Research

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 2020-11-01 to 2024-11-01.)

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 cementation on the small-strain stiffness of granite residual soil	43
Effect of wet-dry cycles on shear strength of residual soil	43
Large distance flow-slide at Jono-Oge due to the 2018 Sulawesi Earthquake, Indonesia	37
Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy	34
Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method	34
Vertical dynamic interactions of poroelastic soils and embedded piles considering the effects of pile-soil radial deformations	33
Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand	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
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 7	24
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
An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand	23
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
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

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
Strength and stiffness parameters for hardening soil model of rockfill materials	20
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
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
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
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
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
Effect of temperature on the soil–water retention characteristics in unsaturated soils: Analytical and experimental approaches	17
New mixture design approach to paper sludge ash-based stabilizers for treatment of potential irrigation earth dam materials with high water contents	16
A new approach for evaluating lateral resistance of railway ballast associated with extended sleeper spacing	16
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
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
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
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
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
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
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
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

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
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
Influence of sand incorporation on unconfined compression strength of cement-based stabilized soft clay	10
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
An analytical model for 3D consolidation and creep process of layered fractional viscoelastic soils considering temperature effect	9
Effectiveness of filter gabions against slope failure due to heavy rainfall	9
Extraction of crude soybean urease using ethanol and its effect on soil cementation	9
Vibration of subgrade and evaluation of derailment coefficient of train under combined earthquake- moving train load	9
Comparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM	9
Post-liquefaction deformation and strength characteristics of sand in torsional shear tests	9
Bearing capacity optimization of T-shaped soil-cement column-improved soft ground under soft fill	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
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
Water and salt phase change in sodium sulfate soil based on differential scanning calorimetry	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
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
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