Geotechnique Letters

Papers
(The median citation count of Geotechnique Letters is 2. 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 2020-07-01 to 2024-07-01.)
ArticleCitations
A comparison of mechanical responses for microbial- and enzyme-induced cemented sand37
Hysteresis of soil water retention and shrinkage characteristics for various molar concentrations26
Simplified effective stress simulation of shear wave propagation in saturated granular soils23
A simple method to reduce mesh dependency in modelling landslides involving brittle soils21
The role of particle shape on hydraulic conductivity of granular soils captured through Kozeny–Carman approach20
Desiccation cracking at field scale on a vegetated infrastructure embankment19
Development of inter-particle friction in a railway ballast19
Behaviour of piled embankment with multi-interaction arching model19
Thermally induced deformation of coarse-grained soils under nearly zero vertical stress18
Discussion on the separation of macropores and micropores in a compacted expansive clay18
Cone penetration testing on silty tailings using a new small calibration chamber17
Earthworm-inspired robotic locomotion in sand: an experimental study using x-ray tomography14
Stability of rectangular tunnel in Hoek–Brown rocks under steady-state groundwater flow12
Episodic direct simple shear tests to measure changing strength for whole-life geotechnical design12
Performance of tripod foundations for offshore wind turbines: a numerical study12
Relating physical properties to temperature-induced damage in carbonate rocks12
Failure envelopes of pile groups under inclined and eccentric load11
Soil sounding location optimisation for spatially variable soil11
Effects of particle breakage on the compression behaviour of gap graded carbonate sand–silt mixtures8
Effect of fines content on onset of internal instability and suffusion of sand mixtures8
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions8
Relating cone penetration resistance to sand state using the material point method7
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils7
Fish anchor diving behaviour: confirmation through field tests in the Swan River7
Dynamic properties of Toyoura sand in reliquefaction tests7
Liquefaction triggering of non-saturated sandy soils7
Cone penetration test-based load-transfer formulations for driven piles in sand7
On the effect of anisotropy on drained static liquefaction triggering6
Assessing the undrained strength cross-anisotropy of three tailings types6
Interpretation of state parameter in partially drained tailings: a case history examination6
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts6
A simple approach for predicting the ultimate lateral capacity of a rigid pile in sand6
Computation of local permeability in gap-graded granular soils6
An energy-based damage model for red-bed sandstones subjected to drying–wetting cycles6
The use of x-ray tomography to investigate soil deformation around growing roots6
Elastic stiffness of circular footings on clay overlying sand under general loading6
Simulation of emergent compaction banding fronts caused by frictional boundaries5
Moisture-induced elastic weakening and wave propagation in a clay-bearing sandstone5
Modelling creep in clay using the framework of hyper-viscoplasticity5
Flow dependent constriction-size distribution in gap-graded soils: a statistical inference5
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone5
Colloidal-induced permeability degradation assessment of porous media5
A mixed formulation of limit analysis for seismic slope stability5
Earth pressures mobilised in dry sand with active rigid retaining wall movement5
Laboratory assessment of rubber grid-reinforced ballast under impact testing4
A novel formula for the prediction of swelling pressure of compacted expansive soils4
Strength characteristics of brittle rocks under multi-stage intermediate principal stress loading4
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow4
Efficient determination of aqueous-phase gas diffusion coefficients and tortuosity in soil4
Shear of bolted non-persistent joints: role of bolting conditions and joint persistency4
A crack theory-based bonded-particle model for rock particles considering size effects4
Estimating the full range of thermal conductivity dryout curve3
Mechanical behaviour of rock samples containing multiple parallel joints during shearing3
Factors that influence the terminal grading of sands3
Splitting tensile mechanical behavior and failure characteristics of thermally-damaged rock3
Rate-dependency of residual shear strength of soils: implications for landslide evolution3
Optimised screw pile design for offshore jacket foundations in medium–dense sand3
Effects of wetting/drying cycles on pore characteristics in sandstone from Wanzhou, China3
Simulation on heterogeneous rocks with a flaw using grain-based discrete-element method3
Three-dimensional dynamic behaviour of embankments on liquefiable ground3
Pore-size evolution of a hydraulically deposited silty sand due to drying and rewetting3
Effect of saturation confining pressure on accessible density and shear behaviour of sandy silt tailings3
Modulus weighting method for stiffness estimations of suction caissons in layered soils3
Evaluation of microstructural strength of bio-cemented sand crust using rheometry3
Experimental research on the non-linear energy characteristics of granite and sandstone3
An alternative method in triaxial tests to obtain cross-anisotropic elastic parameters3
Predictive model for water retention curve of water-absorbing polymer amended soil3
Improving microbially induced calcium carbonate precipitation effects by nacre extractions3
Analysis of the added mass term in soil bearing capacity problems3
Effects of cross-section shape on cyclic lateral response of steel piles in residual soil2
Upper bounds for the three-dimensional seismic active earth pressure coefficients2
Undrained trapdoor and tunnel face stability revisited2
Development and application of indoor digital drilling test systems2
Investigation of high damping predicted by kinematic hardening soil models during strong earthquake motions2
Effect of preloaded micropiles on the performance of foundation underpinning by centrifuge experiments2
Small-strain, non-linear elastic Winkler models for uniaxial loading of suction caisson foundations2
Critical state shear strength at concrete–sand–bentonite slurry interfaces: mix proportions and rate effects2
Loading transfer mechanism of a piled raft subjected to normal faulting in sand2
Performance of a cyclic miniature cone penetration test in dry granular soil: experimental approaches2
Experiments and modelling of horizontal loading tests on small-scale foundations in sand2
Coupling of hydraulic loading and surcharge pressure during suffusion in sandy gravels2
Failure mechanism of joint-separated granite reinforced by three-dimensional printed bolt2
Determining Bishop's parameter χ based on pore size distribution2
Application of the unified CPT method for driven piles to layered deposits2
A new method to obtain the dynamic tensile stress-strain curve of rocks2
Relationship between pore-size distribution and compressibility of a lateritic soil2
Effect of sorption on the active concentration of polymer support fluids2
Theoretical model for the effect of porosity on correlations of point load tests of rocks2
Evolution of the optimum ultrasonic testing frequency of alkali-activated soil–ash2
Three-dimensional limit analysis with Lade–Duncan criterion2
Effects of particle morphology on pore structure and SWRC of granular soils2
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