OOIR: Observatory of International Research

Papers

(The TQCC of Geotechnique Letters is 5. 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
A comparison of mechanical responses for microbial- and enzyme-induced cemented sand	41
Hysteresis of soil water retention and shrinkage characteristics for various molar concentrations	26
A simple method to reduce mesh dependency in modelling landslides involving brittle soils	23
Simplified effective stress simulation of shear wave propagation in saturated granular soils	23
Thermally induced deformation of coarse-grained soils under nearly zero vertical stress	22
Desiccation cracking at field scale on a vegetated infrastructure embankment	20
Development of inter-particle friction in a railway ballast	20
Behaviour of piled embankment with multi-interaction arching model	20
Cone penetration testing on silty tailings using a new small calibration chamber	18
Earthworm-inspired robotic locomotion in sand: an experimental study using x-ray tomography	15
Performance of tripod foundations for offshore wind turbines: a numerical study	14
Episodic direct simple shear tests to measure changing strength for whole-life geotechnical design	13
Stability of rectangular tunnel in Hoek–Brown rocks under steady-state groundwater flow	12
Relating physical properties to temperature-induced damage in carbonate rocks	12
Relating cone penetration resistance to sand state using the material point method	11
Failure envelopes of pile groups under inclined and eccentric load	11
Effect of fines content on onset of internal instability and suffusion of sand mixtures	9
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	9
Effects of particle breakage on the compression behaviour of gap graded carbonate sand–silt mixtures	8
Fish anchor diving behaviour: confirmation through field tests in the Swan River	7
Dynamic properties of Toyoura sand in reliquefaction tests	7
Interpretation of state parameter in partially drained tailings: a case history examination	7
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils	7
Cone penetration test-based load-transfer formulations for driven piles in sand	7
A mixed formulation of limit analysis for seismic slope stability	7

Liquefaction triggering of non-saturated sandy soils	7
An energy-based damage model for red-bed sandstones subjected to drying–wetting cycles	6
A crack theory-based bonded-particle model for rock particles considering size effects	6
Elastic stiffness of circular footings on clay overlying sand under general loading	6
Assessing the undrained strength cross-anisotropy of three tailings types	6
Flow dependent constriction-size distribution in gap-graded soils: a statistical inference	6
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts	6
The use of x-ray tomography to investigate soil deformation around growing roots	6
Computation of local permeability in gap-graded granular soils	6
Efficient determination of aqueous-phase gas diffusion coefficients and tortuosity in soil	5
Earth pressures mobilised in dry sand with active rigid retaining wall movement	5
Laboratory assessment of rubber grid-reinforced ballast under impact testing	5
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone	5
Colloidal-induced permeability degradation assessment of porous media	5
Optimised screw pile design for offshore jacket foundations in medium–dense sand	5