OOIR: Observatory of International Research

Papers

(The TQCC of Proceedings of the Institution of Civil Engineers-Geotechnical Enginee is 3. 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 2022-01-01 to 2026-01-01.)

Article	Citations
Methodology for geometry assessment of self-drilling micropiles using distributed fibre optic sensors	18
Editorial: Geo-environmental loads acting on tunnels	16
Influence of compaction on small-strain shear modulus of iron ore tailings	12
Investigation of the shear characteristics of snakeskin-inspired interface using discrete-element method	12
Application of inspection and monitoring in the reduction of risk for mine tailings dams	10
Response of rigid drainage pile–superstructure–quay wall system under lateral spreading	8
Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking	8
Full-scale tests of a long energy pile subjected to separated and coupled thermo-mechanical loads	8
Bearing capacity of strip foundations near vertical cuts in unsaturated clay	7
Large-strain consolidation model for composite foundation improved with stone columns	7
Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023)	7
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits	7
Improved radial consolidation in soft clay using pervious concrete piles	7
Editorial	7
Study of the triggering mechanism for rainfall-induced reactivated landslide occurred in a gentle slope	7
Effect of structural parameters on the opening ratio of atmospheric cutterheads	7
Tensile response of screw piles with varying installation approaches in layered sand	6
Importance of 3D analyses on static and seismic stability of jointed open-pit mine slopes	6
Investigation of deformation coordination between optical fibre and borehole sand backfill	6
Editorial: Piled foundation behaviour: monitoring, modelling and measurement	6
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading	6
Incorporating inherited variability into drainage effect analysis of piezocone tests in gold tailings	5
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks	5
Publisher’s note	5
Torsional vibration of tapered pile including circumferential support of surrounding soil	5

Micro–macro analysis of shear band formation in various normalised reverse fault throws	4
An improved creep correction factor for footings on sand using macro-element simulations	4
A novel interpretation for the dilatancy behaviour of saturated clays	4
Design of deep excavation with secant pile wall: a case study on performance of structure	4
Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina	4
Editorial	4
Discussion: Predicting compaction properties of soils at different compaction efforts	4
Comparative study of data from geotechnical field penetration tests on sandy subsoils	4
Road performance of new modified filter mudcake filling by composite curing agent	4
Influence of rockfill particle breakage on long-term settlement of embankment dams	4
Limit equilibrium theory in calculating screw pile bearing capacity under compression	4
Increasing the undrained shear strength of soft ground improved by vacuum consolidation	4
A new grouting procedure to enhance axial response of helical piles in sand	3
On some uncertainties related to static liquefaction triggering assessments	3
Editorial	3
Investigation of rock-cutting behaviour in high-temperature and high-pressure conditions	3
Stiffness matrix method for analysis of torsionally loaded piles in multi-layered soil	3
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels	3
Study of the anisotropic tensile and compressive strength of a foliated phyllite	3
Field trial for the evaluation of ground-borne vibrations: East West Rail case study	3
New numerical technique for the inbuilt modified Cam clay constitutive model in Flac3D	3
Size effect on creep behaviour and creep model of slate rockfill with oversized particles	3
Editorial	3
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures	3
A simplified settlement prediction method for piled rafts in clay	3
Construction of a deep basement with a single-level prop – prop forces and wall movements	3
Data-driven forecasting of embankment settlements on soft soils using constant rate of strain test data	3
Piled footings in weakly bonded residual soils: field performance and numerical insights	3
Observed responses of saturated sand under constant deviatoric stress path considering influence of loading amplitude	3
Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay	3
Editorial	3
Estimating settlements due to tunnel boring machine excavation	3
Geotechnical Engineering: Referees 2023	3