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 2021-04-01 to 2025-04-01.)
ArticleCitations
Characterising the model uncertainty of ISO methods for punch-through capacity prediction33
Determination of geometric reliability index of piles at site-specific scale: case studies30
Editorial28
Simulation of the time-dependent behaviour of a test embankment on soft soil26
Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay25
Deformation control for large-section tunnel construction in fractured carbonaceous slate22
Consolidation testing of tailings in a slurry consolidometer using constant rate and accelerated loading17
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai15
Editorial: Geo-environmental loads acting on tunnels14
Editorial13
Study on field and numerical analysis of karst collapse as railway hazard12
An improved creep correction factor for footings on sand using macro-element simulations12
Probabilistic analysis of local instability between soil nails11
Improved performance of calcareous sand subgrade reinforced by soilbags under traffic load10
Observed responses of saturated sand under constant deviatoric stress path considering influence of loading amplitude10
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity10
Editorial9
A new grouting procedure to enhance axial response of helical piles in sand9
A non-linear stress–strain relationship for soil and rock9
In situ axial loading tests on H-shaped steel strut with double splay supports9
Protective measures for railway subgrade adjacent to excavation of a parallel pit9
The collapse frequency and failure probability of retaining structures9
Field test research and design of a new heliostat support structure in coarse gravel9
Pile contribution to slope stability: application to open quays7
Prediction of compressibility and hydraulic conductivity of bentonitic mixtures7
Discrete-element modelling of pile penetration to reveal influence of soil characteristics7
On some uncertainties related to static liquefaction triggering assessments6
Using effective medium theory to calculate permeability of rock with complex fractures6
Data-driven forecasting of embankment settlements on soft soils using constant rate of strain test data6
New numerical technique for the inbuilt modified Cam clay constitutive model in Flac3D6
Size effect on creep behaviour and creep model of slate rockfill with oversized particles6
Methodology for geometry assessment of self-drilling micropiles using distributed fibre optic sensors6
Dry stacking of iron ore tailings: possible particle breakage during compaction5
Treatment measures for the creep–slip phase of landslides induced by twin tunnels5
Editorial5
Editorial5
Engineering characteristics test on pile–net composite foundation in loess areas5
High-stress permeability and consolidation characteristics of flocculanted fine tailings5
Award-winning paper in 20205
Discrete-element modelling of the trapdoor arching effect in sand and rubberised sand5
Numerical analysis of collapse in a deep excavation supported by ground anchors5
Stability analysis of tailings dams using limit equilibrium and finite element methods5
Construction of a deep basement with a single-level prop – prop forces and wall movements5
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits5
Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils4
Long-term effect of vertical and lateral loads on piled raft foundations: a case study4
An anchoring system for supporting platforms for wind energy devices4
Geotechnical Engineering: Referees 20234
Laboratory tests on the frictional capacity of core pile–cemented soil interface4
Geotechnical Engineering: Referees 20224
Analysis of influence factors on end soil reinforcement effect of rectangular pipe jacking4
Back-analysis of an embedded retaining wall in stiff clay4
Surface control techniques for tunnels in karst areas under airport taxiways4
Estimation of deformation behaviour of deep excavation in under-consolidated soft ground4
Discussion of cutter-head opening design for earth pressure balance machines (EPBMs)4
Discrete-element modelling of underground tunnel response to reverse fault rupture in sand4
Field investigations on bearing characteristics of composite post-grouting piles in clastic rock layers4
A simplified settlement prediction method for piled rafts in clay4
Shear behaviour of infilled rock joints under different boundary conditions4
Response of rigid drainage pile–superstructure–quay wall system under lateral spreading4
Assessing compaction of existing railway subgrades using dynamic cone penetration testing3
Full-scale tests of a long energy pile subjected to separated and coupled thermo-mechanical loads3
A micro study on centrifuge model test of dynamic compaction using discrete-element method3
Lateral response of rigid monopiles subjected to cyclic loading: centrifuge modelling3
Role of unsaturated soil properties in the development of slope susceptibility map3
Influence of stratification and assessment of fragility curves for mountain tunnels3
Research on the conversion of self-anchoring test data to static loading test data3
Effect of polypropylene fibre reinforcement on UCS and ductility of cemented sand3
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels3
Dynamic behaviour of new anchor cable ribbed rockfall retaining walls on rock shed3
A multi-linear approach to strength and plasticity states between the Atterberg limits3
Parameters controlling loss of mass and stiffness degradation of ‘green’ stabilised tailings3
Study of the anisotropic tensile and compressive strength of a foliated phyllite3
Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking3
Influence of compaction on small-strain shear modulus of iron ore tailings3
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets3
The compression characteristics and lateral earth pressure coefficient of sand–HDPE mixtures3
What is the probability of encountering unexploded bombs on a UK construction site?3
Temperature effects on pile–soil interface behaviour in the case of piles in sand3
Application of inspection and monitoring in the reduction of risk for mine tailings dams3
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures3
Undrained shear strength assessment using piezocone and shear wave measurements3
Tailings desiccation process studied in environmental chamber experiment3
Energy transfer and stress wave propagation during SPT through energy measurement and PIV3
Study on the combination measurement of rockfall embankments and rock shed on steep slopes3
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