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 2021-02-01 to 2025-02-01.)
ArticleCitations
Determination of geometric reliability index of piles at site-specific scale: case studies28
Characterising the model uncertainty of ISO methods for punch-through capacity prediction28
Editorial27
Simulation of the time-dependent behaviour of a test embankment on soft soil22
Editorial22
Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay20
Deformation control for large-section tunnel construction in fractured carbonaceous slate17
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity13
Excavation case study in Manhattan, NY with practical approach to predict ground movements13
Discrete-element modelling of pile penetration to reveal influence of soil characteristics12
Prediction of compressibility and hydraulic conductivity of bentonitic mixtures11
Pile contribution to slope stability: application to open quays10
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai10
A non-linear stress–strain relationship for soil and rock10
Study on field and numerical analysis of karst collapse as railway hazard9
Editorial9
An improved creep correction factor for footings on sand using macro-element simulations9
Editorial: Geo-environmental loads acting on tunnels9
Engineering characteristics test on pile–net composite foundation in loess areas8
Improved performance of calcareous sand subgrade reinforced by soilbags under traffic load8
Probabilistic analysis of local instability between soil nails8
On some uncertainties related to static liquefaction triggering assessments7
Field test research and design of a new heliostat support structure in coarse gravel7
Consolidation testing of tailings in a slurry consolidometer using constant rate and accelerated loading7
Observed responses of saturated sand under constant deviatoric stress path considering influence of loading amplitude7
In situ axial loading tests on H-shaped steel strut with double splay supports6
Methodology for geometry assessment of self-drilling micropiles using distributed fibre optic sensors6
Size effect on creep behaviour and creep model of slate rockfill with oversized particles6
Protective measures for railway subgrade adjacent to excavation of a parallel pit6
Stability analysis of tailings dams using limit equilibrium and finite element methods6
A new grouting procedure to enhance axial response of helical piles in sand5
Using effective medium theory to calculate permeability of rock with complex fractures5
Dry stacking of iron ore tailings: possible particle breakage during compaction5
High-stress permeability and consolidation characteristics of flocculanted fine tailings5
Application of inspection and monitoring in the reduction of risk for mine tailings dams5
Data-driven forecasting of embankment settlements on soft soils using constant rate of strain test data5
Treatment measures for the creep–slip phase of landslides induced by twin tunnels5
Influence of compaction on small-strain shear modulus of iron ore tailings5
Undrained shear strength assessment using piezocone and shear wave measurements5
The collapse frequency and failure probability of retaining structures5
New numerical technique for the inbuilt modified Cam clay constitutive model in Flac3D5
Construction of a deep basement with a single-level prop – prop forces and wall movements5
Temperature effects on pile–soil interface behaviour in the case of piles in sand5
Discrete-element modelling of the trapdoor arching effect in sand and rubberised sand5
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels4
Numerical analysis of collapse in a deep excavation supported by ground anchors4
Parameters controlling loss of mass and stiffness degradation of ‘green’ stabilised tailings4
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets4
Editorial4
Editorial4
A simplified settlement prediction method for piled rafts in clay4
Geotechnical Engineering: Referees 20204
Geotechnical Engineering: Referees 20224
Research on the conversion of self-anchoring test data to static loading test data4
Award-winning paper in 20204
Surface control techniques for tunnels in karst areas under airport taxiways4
Estimation of deformation behaviour of deep excavation in under-consolidated soft ground4
Role of unsaturated soil properties in the development of slope susceptibility map4
Discrete-element modelling of underground tunnel response to reverse fault rupture in sand4
Geotechnical Engineering: Referees 20234
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits4
Assessing compaction of existing railway subgrades using dynamic cone penetration testing3
A micro study on centrifuge model test of dynamic compaction using discrete-element method3
Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils3
Study of the anisotropic tensile and compressive strength of a foliated phyllite3
Effect of polypropylene fibre reinforcement on UCS and ductility of cemented sand3
An anchoring system for supporting platforms for wind energy devices3
Back-analysis of an embedded retaining wall in stiff clay3
Study on the combination measurement of rockfall embankments and rock shed on steep slopes3
Lateral response of rigid monopiles subjected to cyclic loading: centrifuge modelling3
A multi-linear approach to strength and plasticity states between the Atterberg limits3
Response of rigid drainage pile–superstructure–quay wall system under lateral spreading3
Influence of stratification and assessment of fragility curves for mountain tunnels3
Field investigations on bearing characteristics of composite post-grouting piles in clastic rock layers3
Laboratory tests on the frictional capacity of core pile–cemented soil interface3
Long-term effect of vertical and lateral loads on piled raft foundations: a case study3
What is the probability of encountering unexploded bombs on a UK construction site?3
Tailings desiccation process studied in environmental chamber experiment3
Energy transfer and stress wave propagation during SPT through energy measurement and PIV3
The compression characteristics and lateral earth pressure coefficient of sand–HDPE mixtures3
Analysis of influence factors on end soil reinforcement effect of rectangular pipe jacking3
Discussion of cutter-head opening design for earth pressure balance machines (EPBMs)3
Shear behaviour of infilled rock joints under different boundary conditions3
Full-scale tests of a long energy pile subjected to separated and coupled thermo-mechanical loads3
Editorial2
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit2
Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking2
Estimating settlements due to tunnel boring machine excavation2
Correlation between estimated clay contents and hydrometer measurements2
Degradation characteristics and bearing capacity model of pile in degraded permafrost2
Investigation of deformation coordination between optical fibre and borehole sand backfill2
Improved method for settlement prediction of shallow foundations on sand2
Resilient strain and stiffness degradation of Yellow River silt under cyclic loads2
An extreme learning machine model for geosynthetic-reinforced sandy soil foundations2
A three-dimensional numerical method for siphon drainage process simulation2
Effect of construction and design factors on the behaviour of nailed-soil structures2
Crossrail project: the impact of 4–18 Bishop's Bridge Road on the new Elizabeth line, London, UK2
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures2
Improved radial consolidation in soft clay using pervious concrete piles2
Settlement characteristics of immersed tunnel of Hong Kong–Zhuhai–Macau Bridge project2
Stiffness matrix method for analysis of torsionally loaded piles in multi-layered soil2
Stress effects due to different installation methods for pipe piles in sand2
TengizChevroil future growth project, Kazakhstan – the design of temporary haul roads2
Passive earth pressure under various modes of wall movement: a numerical approach2
The effects of moisture content on filtration of mixed core soils in embankment dams2
Southbank Place development: tunnel movement predictions and monitoring performance2
Subgrade reaction for closely spaced raft and isolated foundations on sand: case study2
Multi-resistivity survey method to confirm the quality of grouting injection2
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
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading2
Study on transient unloading loosening simulation test of excavation of jointed rock mass2
Instrumented concrete pile tests – part 1: a review of instrumentation and procedures2
Dynamic behaviour of new anchor cable ribbed rockfall retaining walls on rock shed2
Development and applications of debris mobility models in Hong Kong2
Understanding rock–steel interface properties for use in offshore applications2
Effect of structural parameters on the opening ratio of atmospheric cutterheads2
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation2
Post-construction safety assessment of a high concrete face rockfill dam2
A large-strain consolidation model incorporating vacuum pressure growth propagation2
A simple model for sand–structure interface behaviour2
Effects of seawater on properties of bentonite cut-off walls with/without cement addition2
Load sharing ratios and interaction effects for piled raft foundations in sands2
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks1
Analytical method for new tunnel crossing pile foundation of existing bridge: a case study1
Vacuum consolidation of soil: clogging effect, varying permeability and compressibility1
In situ automatic monitoring and working state assessment of inclined shafts in coal mines1
Modelling deformations in water retention structures with unsaturated material point method1
Compression load tests on bored and barrette piles founded in gravelly sediments1
Stresses in sprayed concrete tunnel linings at Heathrow Terminal 41
Evaluation of sand subgrade seepage erosion caused by buried pipeline leakage1
Award-winning papers in 20221
Effect of assembled H-shaped steel struts with servo system on the safe excavation of a subway station1
Assessing single-helix screw pile geometry on offshore installation and axial capacity1
Determining parameters of peat soil for finite-element analysis using the Cam Clay model1
Editorial1
Systematic field test of non-destructive techniques for driven cast in situ pile lengths1
Tensile performance of 3D printed geogrids: effect of geometrical configuration1
Vibratory driving of piles and sheet piles – state of practice1
Improving governance will not be sufficient to avoid dam failures1
Consideration of the permanent deformation of soils used in flexible pavement design1
Instrumented concrete pile tests – part 2: strain interpretation1
Editorial1
Design of deep rock tunnels using hyperstatic reaction and convergence confinement methods1
Design method for the ‘impression pile’1
Performance of geotextile roofing felts and natural grass roots in a cricket pitch1
Strength parameter selection framework for evaluating the design life of clay cut slopes1
Obituary: Professor Bengt B. Broms1
Bearing capacity of strip foundations near vertical cuts in unsaturated clay1
A novel method for designing thermo-active retaining walls using two-dimensional analyses1
A method of isolating different components of prop axial force through FFT&BWF signal filters1
Analysis of long-term temperatures inside tunnels during winter in Gangwon, South Korea1
Performance of fin pile subjected to torsional loads embedded in dry sand1
Responses of fresh concrete piles induced by pipe pile casing penetration in clay1
Effect of compaction water on strength and hydraulic properties of bentonite-based liner1
Method for predicting factor of safety and seepage due to variation in dam width and other parameters1
Incorporating inherited variability into drainage effect analysis of piezocone tests in gold tailings1
Incorporating inherent uncertainties in seismic liquefaction assessments1
Impact of the Calder's Wharf development on Docklands Light Railway tunnels, London, UK1
Geostatic stress in oil-sand tailings1
Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023)1
Applicability of construction dewatering techniques for randomly fractured rock1
Effect of the installation process on monopile lateral response1
Award-winning paper in 20191
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