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 2020-05-01 to 2024-05-01.)

Article	Citations
Surface-erosion behaviour of biopolymer-treated soils assessed by EFA	45
A comparison of mechanical responses for microbial- and enzyme-induced cemented sand	34
Microbial-induced carbonate precipitation for coastal erosion mitigation of sandy slopes	33
Water-retention curves of loess under wetting−drying cycles	29
Hysteresis of soil water retention and shrinkage characteristics for various molar concentrations	26
Simplified effective stress simulation of shear wave propagation in saturated granular soils	23
Effects of particle size–strength and size–shape correlations on parallel grading scaling	21
The role of particle shape on hydraulic conductivity of granular soils captured through Kozeny–Carman approach	20
Desiccation cracking at field scale on a vegetated infrastructure embankment	19
A simple method to reduce mesh dependency in modelling landslides involving brittle soils	19
Development of inter-particle friction in a railway ballast	19
Behaviour of piled embankment with multi-interaction arching model	19
Thermally induced deformation of coarse-grained soils under nearly zero vertical stress	17
Stability analysis of twin circular tunnels using shear strength reduction method	17
Cone penetration testing on silty tailings using a new small calibration chamber	16
Discussion on the separation of macropores and micropores in a compacted expansive clay	16
Shrinkage behaviour of a compacted lime-treated clay	14
Earthworm-inspired robotic locomotion in sand: an experimental study using x-ray tomography	14
Stability of rectangular tunnel in Hoek–Brown rocks under steady-state groundwater flow	12
Drained cylindrical cavity expansion analysis in anisotropic soils considering 3D strength	12
Performance of tripod foundations for offshore wind turbines: a numerical study	12
Failure envelopes of pile groups under inclined and eccentric load	11
Soil sounding location optimisation for spatially variable soil	11
Relating physical properties to temperature-induced damage in carbonate rocks	11
Episodic direct simple shear tests to measure changing strength for whole-life geotechnical design	11

Thermal damage of granite after thermal shock cycle	9
Rigorous lower and upper bounds for the 3D passive earth pressure problem	9
Influence of particle-size disparity on cyclic liquefaction resistance of silty sands	9
Influence of intermediate principal stress on the mechanical properties of rocks containing fractures	9
Use of biopolymers to enhance the geotechnical properties of coal mine overburden waste	8
Effect of fines content on onset of internal instability and suffusion of sand mixtures	7
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils	7
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	7
A non-linear interface model for monotonic shear coupling in granular soil–structure interaction problems	7
Asymptotic state boundaries and peak states in barodesy for clay	7
Shear behaviour of multi-joint specimens: role of surface roughness and spacing of joints	7
Relating cone penetration resistance to sand state using the material point method	7
Influence of grading on the compressibility of saturated loess soils	7
Cone penetration test-based load-transfer formulations for driven piles in sand	7
Effects of particle breakage on the compression behaviour of gap graded carbonate sand–silt mixtures	7
Small-strain stiffness degradation of artificially cemented sands	6
Fish anchor diving behaviour: confirmation through field tests in the Swan River	6
Closed-form expressions for a rigid passive pile in a two-layered soil	6
An energy-based damage model for red-bed sandstones subjected to drying–wetting cycles	6
Interpretation of state parameter in partially drained tailings: a case history examination	6
Mineralogy and microstructure effects on the stiffness of activated slag treated alluvium	6
Dynamic properties of Toyoura sand in reliquefaction tests	6
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts	6
Effect of the ordering of cyclic loading on the response of suction caissons in sand	6
Elastic stiffness of circular footings on clay overlying sand under general loading	6
On the effect of anisotropy on drained static liquefaction triggering	5
Acoustic emission generated by granular soil−steel structure interaction	5
Modelling creep in clay using the framework of hyper-viscoplasticity	5
A simple approach for predicting the ultimate lateral capacity of a rigid pile in sand	5
The use of x-ray tomography to investigate soil deformation around growing roots	5
A mixed formulation of limit analysis for seismic slope stability	5
Computation of local permeability in gap-graded granular soils	5
Undrained capacity of circular foundations under combined horizontal and torsional loads	5
Assessing the undrained strength cross-anisotropy of three tailings types	5
Colloidal-induced permeability degradation assessment of porous media	5
An exercise on the bearing capacity of strip foundations	5
Flow dependent constriction-size distribution in gap-graded soils: a statistical inference	5
Moisture-induced elastic weakening and wave propagation in a clay-bearing sandstone	5
Performance of Gel-Push sampling in liquefiable soils	5
On the dilatancy of root-permeated soils under partially saturated conditions	5
On characteristic values for calculating factors of safety for dyke stability	5
Simulation of emergent compaction banding fronts caused by frictional boundaries	5
Liquefaction triggering of non-saturated sandy soils	5
Earth pressures mobilised in dry sand with active rigid retaining wall movement	5