Soils and Foundations

(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. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-11-01 to 2023-11-01.)
Freeze-thaw durability and shear responses of cemented slope soil treated by microbial induced carbonate precipitation65
Mitigating wind erosion of sand using biopolymer-assisted EICP technique63
Investigation of pore-scale CaCO3 distributions and their effects on stiffness and permeability of sands treated by microbially induced carbonate precipitation (MICP)54
Compaction and strength characteristics of an expansive clay stabilised with lime sludge and cement52
Overview of long-distance flow-slide caused by the 2018 Sulawesi earthquake, Indonesia50
Geotechnical behaviour of guar gum-treated soil45
Damage of saline intact loess after dry-wet and its interpretation based on SEM and NMR45
Development of genetic-based models for predicting the resilient modulus of cohesive pavement subgrade soils41
An experimental study on micro-structural and geotechnical characteristics of expansive clay mixed with EPS granules41
Geo-mechanical behavior of clay soils stabilized at ambient temperature with fly-ash geopolymer-incorporated granulated slag40
Effect of cementation on the small-strain stiffness of granite residual soil33
Geotechnical behaviour and micro-analyses of expansive soil amended with marble dust33
Large distance flow-slide at Jono-Oge due to the 2018 Sulawesi Earthquake, Indonesia31
Seismic bearing capacity of shallow strip foundations in the vicinity of slopes using the lower bound finite element method31
Stiffness and strength characteristics of demolition waste, glass and plastics in railway capping layers30
Tire-chip reinforced foundation as liquefaction countermeasure for residential buildings30
Vertical dynamic interactions of poroelastic soils and embedded piles considering the effects of pile-soil radial deformations29
3D numerical study of the performance of geosynthetic-reinforced and pile-supported embankments28
Slope failures/landslides over a wide area in the 2018 Hokkaido Eastern Iburi earthquake28
Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model26
Numerical modelling of large deformation problems in geotechnical engineering: A state-of-the-art review26
Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy26
Geotechnical uncertainty, modeling, and decision making24
Effect of wet-dry cycles on shear strength of residual soil24
Large-scale flowslide in Sibalaya caused by the 2018 Sulawesi earthquake23
The role of fines on internal instability and its impact on undrained mechanical response of gap-graded soils22
Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method21
Potential of zero-valent iron in remediation of Cd(II) contaminated soil: From laboratory experiment, mechanism study to field application21
Rockfall impacts on sand cushions with different soil mechanical characteristics using discrete element method21
Performances of SDCM and DCM walls under deep excavation in soft clay: Field tests and 3D simulations20
Performance of geosynthetic-encased stone column-improved soft clay under vertical cyclic loading20
Limit load space of rigid footing under eccentrically inclined load20
Laboratory characterization and modelling of the thermal-mechanical properties of binary soil mixtures20
Liquefaction analysis of sandy soil during strong earthquake in Northern Thailand19
Influence of particle shape and size on the threshold fines content and the limit index void ratios of sands containing non-plastic fines19
A DEM investigation on crushing of sand particles containing intrinsic flaws19
Characterizing the effects of fines on the liquefaction resistance of silty sands19
Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions19
Numerical and experimental investigation of saturated granular column collapse in air18
Vibration velocity control standard of buried pipeline under blast loading of adjacent tunnel18
Instrumented model slopes to investigate the effects of slope inclination on rainfall-induced landslides18
Ultimate bearing capacity of rigid footing under eccentric vertical load18
Comparison of sand liquefaction in cyclic triaxial and simple shear tests18
Interface load–displacement behaviour of sand grains coated with clayey powder: Experimental and analytical studies18
Effect of inclined and eccentric loading on the bearing capacity of strip footing placed on the reinforced slope18
Contact erosional behaviour of foundation of pavement embankment constructed with nanosilica-treated dispersive soils18
Disaster report of 2018 July heavy rain for geo-structures and slopes in Okayama18
Effect of incorporating multifilament polypropylene fibers into alkaline activated fly ash soil mixtures17
The micro-mechanical behaviour of sand–rubber mixtures under shear: An experimental study based on X-ray micro-tomography17
Evaporation and shrinkage processes of compacted bentonite-sand mixtures17
A new abrasive wear model for railway ballast17
Thermal characteristics of cast-in-place pile foundations in warm permafrost at Beiluhe on interior Qinghai-Tibet Plateau: Field observations and numerical simulations17
Evolution of shear wave velocity during triaxial compression16
Simulation of overtopping and seepage induced dike failure using two-point MPM16
Compressibility and strength development of geopolymer stabilized columns cured under stress16
Liquefaction and post-liquefaction properties of sand-silt mixtures and undisturbed silty sands16
An experimental study on the parameters affecting the cyclic lateral response of monopiles for offshore wind turbines in sand16
A pore water pressure model calibration based on in-situ test results15
Particle-scale insight into soil arching under trapdoor condition15
Development of thermal and deformation stability of Qinghai-Tibet Highway under sunny-shady slope effect in southern Tanglha region in recent decade15
Strength estimation of cement-treated marine clay with wide ranges of sand and initial water contents15
Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 715
Field tests on behavior of pre-bored grouted planted pile and bored pile embedded in deep soft clay15
Fukae bridge collapse (Kobe 1995) revisited: New insights15
Deterioration of swelling pressure of compacted Gaomiaozi bentonite induced by heat combined with hyperalkaline conditions15
Bearing capacity of composite ground with soil-cement columns under earth fills: Physical and numerical modeling15
Drainage potential of degraded railway ballast considering initial gradation and intrusion of external fine materials14
Fundamental study on the acceleration of the neutralization of alkaline construction sludge using a CO2 incubator14
Soil stiffness as a function of dry density and the degree of saturation for compaction control14
Effects of small and large shear histories on multiple liquefaction properties of sand with initial static shear14
Mid-scale biocemented soil columns via enzyme-induced carbonate precipitation (EICP)14
Hiroshima Prefecture geo-disasters due to Western Japan Torrential rainfall in July 201814
Experimental study on suffusion under multiple seepages and its impact on undrained mechanical responses of gap-graded soil14
Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature14
Using pore size distribution and porosity to estimate particle size distribution by nuclear magnetic resonance14
Acoustic emission behavior of granular soils with various ground conditions in drained triaxial compression tests14
Centrifuge model tests and effective stress analyses of offshore wind turbine systems with a suction bucket foundation subject to seismic load13
Estimating multidirectional stiffness of soils using planar piezoelectric transducers in a large triaxial apparatus13
Numerical simulation of a free fall penetrometer deployment using the material point method13
Sand–concrete interface response: The role of surface texture and confinement conditions13
Effect of the pore fluid salinities on the behaviour of an electrokinetic treated soft clayey soil12
Deformation and cyclic resistance of sand in large-strain undrained torsional shear tests with initial static shear stress12
Influence of soil reinforcement on the uplift bearing capacity of a pre-stressed high-strength concrete pile embedded in clayey soil12
Continuous pressurization method for a rapid determination of the soil water characteristics curve for remolded and undisturbed cohesionless soils12
Centrifuge modelling of the behaviour of pile groups under vertical eccentric load12
Effect of vertical effective and initial static shear stresses on the liquefaction resistance of sands in cyclic direct simple shear tests12
Undrained cyclic responses of granulated rubber-sand mixtures11
Levee damage and bridge scour by 2019 typhoon Hagibis in Kanto Region, Japan11
Mixture design concept and mechanical characteristics of PS ash–cement-treated clay based on the water absorption and retention performance of PS ash11
Strength and stiffness parameters for hardening soil model of rockfill materials11
Design and performance of the Quxue asphalt-core rockfill dam11
Cyclic lateral response of OWT bucket foundations in sand: 3D coupled effective stress analysis with Ta-Ger model11
Sealing performance of compacted block joints backfilled with bentonite paste or a particle-powder mixture11
Analysis of microstructure and spatially dependent permeability of soft soil during consolidation deformation11
Experimental and numerical studies on the reinforcing mechanisms of geosynthetic-reinforced granular soil under a plane strain condition11
Survey report on damage caused by 2019 Typhoon Hagibis in Marumori Town, Miyagi Prefecture, Japan11
Compressibility of remoulded and cement-treated Kuttanad soil11
Hydraulic and sorption performances of soil amended with calcium-magnesium composite powder against natural arsenic contamination11
Liquefaction analysis of Izumio sands under variation of ground motions during strong earthquake in Osaka, Japan11
Compressive characteristics of methane hydrate-bearing sands under isotropic consolidation11
Wave-induced liquefaction and instability of offshore monopile in a drum centrifuge10
Centrifuge modeling of hybrid foundation to mitigate liquefaction-induced effects on shallow foundation resting on liquefiable ground10
Comparison of UBCSAND and Hypoplastic soil model predictions using the Material Point Method10
Diffusion through soil-bentonite backfill from a constructed vertical cutoff wall10
Influence of prefabricated vertical drains spacing on FeCl3-vacuum consolidation of a landfill sludge10
Effect of synthetic Beishan site water and cement solutions on the mineralogy and microstructure of compacted Gaomiaozi(GMZ) bentonite10
A contact model for rough crushable sand10
A new approach for evaluating lateral resistance of railway ballast associated with extended sleeper spacing10
Long-term behavior of piled raft foundation models supported by jacked-in piles on saturated clay10
Stiffness and strength development of the soft clay stabilized by the one-part geopolymer under one-dimensional compressive loading10
Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom10
Direct shear behavior of gravel-rubber mixtures: Discrete element modeling and microscopic investigations9
Analysis on shaft resistance of the steel pipe prebored and precast piles based on field load-transfer curves and finite element method9
New mixture design approach to paper sludge ash-based stabilizers for treatment of potential irrigation earth dam materials with high water contents9
Test method for minimum and maximum densities of small quantities of soil9
Bearing capacity of a strip footing placed next to an existing footing on frictional soil9
Influence of helix bending deflection on the load transfer mechanism of screw piles in sand: Experimental and numerical investigations9
Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm9
Role of particle shape in determining tensile strength and energy release in diametrical compression of natural silica grains9
Undrained multi-dimensional deformation behavior and degradation of natural soft marine clay from HCA experiments9
On determination method of thermal conductivity of soil solid material9
Accelerated carbonation of alkaline construction sludge by paper sludge ash-based stabilizer and carbon dioxide9