Proceedings of the Institution of Civil Engineers-Geotechnical Enginee

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 2022-06-01 to 2026-06-01.)
ArticleCitations
Methodology for geometry assessment of self-drilling micropiles using distributed fibre optic sensors13
Editorial: Geo-environmental loads acting on tunnels10
Investigation of the shear characteristics of snakeskin-inspired interface using discrete-element method10
Full-scale tests of a long energy pile subjected to separated and coupled thermo-mechanical loads9
Study of the triggering mechanism for rainfall-induced reactivated landslide occurred in a gentle slope8
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits8
Improved radial consolidation in soft clay using pervious concrete piles8
Response of rigid drainage pile–superstructure–quay wall system under lateral spreading8
Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking8
Large-strain consolidation model for composite foundation improved with stone columns8
Editorial7
Effect of structural parameters on the opening ratio of atmospheric cutterheads7
Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023)7
Discussion: Predicting compaction properties of soils at different compaction efforts6
Bearing capacity of strip foundations near vertical cuts in unsaturated clay6
Numerical simulation study on rock breaking by high-energy impact stress waves6
Tensile response of screw piles with varying installation approaches in layered sand6
Editorial: Piled foundation behaviour: monitoring, modelling and measurement6
Investigation of deformation coordination between optical fibre and borehole sand backfill6
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading6
Publisher’s note5
Torsional vibration of tapered pile including circumferential support of surrounding soil5
Importance of 3D analyses on static and seismic stability of jointed open-pit mine slopes5
Micro–macro analysis of shear band formation in various normalised reverse fault throws4
Incorporating inherited variability into drainage effect analysis of piezocone tests in gold tailings4
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks4
Response to discussion: Silt and its misrepresentation on the conventional plasticity charts4
Comparative study of data from geotechnical field penetration tests on sandy subsoils4
Limit equilibrium theory in calculating screw pile bearing capacity under compression4
Discussion: Silt and its misrepresentation on the conventional plasticity charts4
Finite-element modelling of axial capacity of tapered steel piles in coarse-grained soil4
Increasing the undrained shear strength of soft ground improved by vacuum consolidation4
A novel interpretation for the dilatancy behaviour of saturated clays4
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels3
Construction of a deep basement with a single-level prop – prop forces and wall movements3
A new grouting procedure to enhance axial response of helical piles in sand3
Editorial3
Road performance of new modified filter mudcake filling by composite curing agent3
Data-driven forecasting of embankment settlements on soft soils using constant rate of strain test data3
Mitigating swelling in unpaved roads with geotextile and geocell composites: an experimental study3
Piled footings in weakly bonded residual soils: field performance and numerical insights3
Geotechnical Engineering: Referees 20233
Editorial3
Editorial3
Settlement analysis of residential buildings with eccentric loads and complex subsoil conditions3
New numerical technique for the inbuilt modified Cam clay constitutive model in Flac3D3
Field trial for the evaluation of ground-borne vibrations: East West Rail case study3
Estimating settlements due to tunnel boring machine excavation3
Investigation of rock-cutting behaviour in high-temperature and high-pressure conditions3
Size effect on creep behaviour and creep model of slate rockfill with oversized particles3
Sustainable overhead line equipment foundations with optimised shape and backfilling3
An improved creep correction factor for footings on sand using macro-element simulations3
Design of deep excavation with secant pile wall: a case study on performance of structure3
0.073317050933838