Proceedings of the Institution of Civil Engineers-Geotechnical Enginee

Papers
(The median citation count of Proceedings of the Institution of Civil Engineers-Geotechnical Enginee is 1. 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
An improved creep correction factor for footings on sand using macro-element simulations12
Study on field and numerical analysis of karst collapse as railway hazard12
Probabilistic analysis of local instability between soil nails11
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
Improved performance of calcareous sand subgrade reinforced by soilbags under traffic load10
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
Editorial9
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
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
Dry stacking of iron ore tailings: possible particle breakage during compaction5
Treatment measures for the creep–slip phase of landslides induced by twin tunnels5
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
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
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
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
Development and applications of debris mobility models in Hong Kong2
Editorial2
Effect of structural parameters on the opening ratio of atmospheric cutterheads2
Resilient strain and stiffness degradation of Yellow River silt under cyclic loads2
Stress effects due to different installation methods for pipe piles in sand2
Post-construction safety assessment of a high concrete face rockfill dam2
Stiffness matrix method for analysis of torsionally loaded piles in multi-layered soil2
Understanding rock–steel interface properties for use in offshore applications2
Estimating settlements due to tunnel boring machine excavation2
Instrumented concrete pile tests – part 1: a review of instrumentation and procedures2
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading2
Editorial2
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit2
Investigation of deformation coordination between optical fibre and borehole sand backfill2
Southbank Place development: tunnel movement predictions and monitoring performance2
Improved method for settlement prediction of shallow foundations on sand2
Subgrade reaction for closely spaced raft and isolated foundations on sand: case study2
Multi-resistivity survey method to confirm the quality of grouting injection2
Settlement characteristics of immersed tunnel of Hong Kong–Zhuhai–Macau Bridge project2
Obituary: Professor Bengt B. Broms2
A large-strain consolidation model incorporating vacuum pressure growth propagation2
Load sharing ratios and interaction effects for piled raft foundations in sands2
Determining parameters of peat soil for finite-element analysis using the Cam Clay model2
The effects of moisture content on filtration of mixed core soils in embankment dams2
Study on transient unloading loosening simulation test of excavation of jointed rock mass2
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation2
TengizChevroil future growth project, Kazakhstan – the design of temporary haul roads2
Improved radial consolidation in soft clay using pervious concrete piles2
Effect of construction and design factors on the behaviour of nailed-soil structures2
Applicability of construction dewatering techniques for randomly fractured rock2
Effects of seawater on properties of bentonite cut-off walls with/without cement addition2
Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023)2
Stability correction calculation of new debris flow grille dam considering permeation2
Experimental assessment of the small-strain response of residual soil under monotonic and cyclic loading2
Importance of 3D analyses on static and seismic stability of jointed open-pit mine slopes1
A nine-year case history of monitoring a wide pile group part I1
Editorial1
Incorporating inherent uncertainties in seismic liquefaction assessments1
Effect of compaction water on strength and hydraulic properties of bentonite-based liner1
Award-winning papers in 20221
Consideration of the permanent deformation of soils used in flexible pavement design1
Impact of the Calder's Wharf development on Docklands Light Railway tunnels, London, UK1
Quantitative analysis of desiccation crack evolution based on digital image correlation1
A method of isolating different components of prop axial force through FFT&BWF signal filters1
Bearing capacity of strip foundations near vertical cuts in unsaturated clay1
Editorial1
Degradation characteristics and bearing capacity model of pile in degraded permafrost1
Soil–structure interaction behind integral bridge abutments1
Study on monotonic direct shear characteristics of geosynthetics–calcareous sand interface1
Limit equilibrium theory in calculating screw pile bearing capacity under compression1
Systematic field test of non-destructive techniques for driven cast in situ pile lengths1
Strength parameter selection framework for evaluating the design life of clay cut slopes1
Discussion: Shear behaviour of peat at different stress levels1
Geostatic stress in oil-sand tailings1
Assessing single-helix screw pile geometry on offshore installation and axial capacity1
Propagation of stress waves in layered rock mass under the impact of high-pressure gas1
Correlation between estimated clay contents and hydrometer measurements1
Effect of the installation process on monopile lateral response1
A three-dimensional numerical method for siphon drainage process simulation1
Design of deep rock tunnels using hyperstatic reaction and convergence confinement methods1
Vibratory driving of piles and sheet piles – state of practice1
Editorial: Field and Laboratory Geotechnical Testing1
Discussion: Predicting compaction properties of soils at different compaction efforts1
Torsional vibration of tapered pile including circumferential support of surrounding soil1
Stresses in sprayed concrete tunnel linings at Heathrow Terminal 41
Editorial: Piled foundation behaviour: monitoring, modelling and measurement1
Performance of geotextile roofing felts and natural grass roots in a cricket pitch1
Advancing landslide early warning systems through saturation monitoring and prediction1
Analytical method for new tunnel crossing pile foundation of existing bridge: a case study1
Correlation of compaction characteristics of standard and reduced Proctor tests1
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks1
An extreme learning machine model for geosynthetic-reinforced sandy soil foundations1
Passive earth pressure under various modes of wall movement: a numerical approach1
In situ automatic monitoring and working state assessment of inclined shafts in coal mines1
Tensile performance of 3D printed geogrids: effect of geometrical configuration1
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