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 2020-07-01 to 2024-07-01.)
ArticleCitations
An extreme learning machine model for geosynthetic-reinforced sandy soil foundations29
Physical and Numerical Modelling of Pile-stabilized Saturated Layered Slopes27
Monitoring the construction of a large-diameter caisson in sand27
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit24
Role of unsaturated soil properties in the development of slope susceptibility map24
Parameters controlling loss of mass and stiffness degradation of ‘green’ stabilised tailings21
Experimental and numerical analyses of buried box culverts in trenches using geofoam20
Mathematical modelling of cumulative erosion ratio for suffusion in soils15
Roller compaction of rock-fill with automatic frequency control13
Effect of soil models on the prediction of tunnelling-induced deformations of structures13
Vibratory driving of piles and sheet piles – state of practice11
Modelling earthquake-triggered landslide runout with the material point method11
Application of a critical state model to the Merriespruit tailings dam failure11
Assessing single-helix screw pile geometry on offshore installation and axial capacity10
Advanced analysis of masonry retaining walls using mixed discrete–continuum approach10
Correlation of compaction characteristics of standard and reduced Proctor tests10
An analytical model for predicting the shear strength of unsaturated soils9
Challenges of earth-pressure-balance tunnelling in weathered granite with boulders8
Modelling deformations in water retention structures with unsaturated material point method8
On some uncertainties related to static liquefaction triggering assessments8
Improving governance will not be sufficient to avoid dam failures8
Polypropylene pipe interface strength on marine sandy soils with varying coarse fraction7
Lateral response of rigid monopiles subjected to cyclic loading: centrifuge modelling7
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity7
Development and applications of debris mobility models in Hong Kong7
Influence of stratification and assessment of fragility curves for mountain tunnels7
Effect of the installation process on monopile lateral response7
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai7
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks6
Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils6
Bored piles in tropical soils and rocks: shaft and base resistances, t–z and q–w models6
Tunnel Shape Influence on the Tunnel Lining Behavior6
A multi-linear approach to strength and plasticity states between the Atterberg limits6
A simplified numerical method to simulate the thawing of frozen soil6
Effect of construction and design factors on the behaviour of nailed-soil structures6
Assessment of a compaction indicator for oscillation rollers with a lumped parameter model6
An analytical method for a pile-stabilised slope considering soil anisotropy5
Dynamic effective stress analysis of a centreline tailings dam under subduction earthquakes5
Experimental assessment of the small-strain response of residual soil under monotonic and cyclic loading5
A simple model for sand–structure interface behaviour5
The design of railway overhead line equipment mast foundations5
Discussion: Challenges of earth pressure balance tunnelling in weathered granite with boulders5
Influence of rockfill particle breakage on long-term settlement of embankment dams5
Instrumented concrete pile tests – part 1: a review of instrumentation and procedures5
Study of the anisotropic tensile and compressive strength of a foliated phyllite5
Efficient analytical approach for stability analysis of infrastructure slopes5
Parametric study of the compaction effect and the response of an oscillation roller5
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation5
Deformation control for large-section tunnel construction in fractured carbonaceous slate5
Disintegration characteristics of collapsible loess after vibration compaction4
Improved limit analysis method of piled slopes considering the pile axial forces4
Systematic field test of non-destructive techniques for driven cast in situ pile lengths4
Compression load tests on bored and barrette piles founded in gravelly sediments4
Integrating intelligent compaction technology and modulus-based testing for design verification4
Tailings desiccation process studied in environmental chamber experiment4
Single excavation face method for super-large-span bifurcated tunnels4
Numerical evaluation of backfill compaction behind the face of reinforced soil walls4
Design method for the ‘impression pile’4
In situ automatic monitoring and working state assessment of inclined shafts in coal mines4
A three-dimensional numerical method for siphon drainage process simulation4
Monotonic and cyclic lateral load tests on monopod winged caisson foundations in sand4
Predicting compaction properties of soils at different compaction efforts4
Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina4
Numerical simulation of load tests on hollow-bar micropiles considering grouting method4
Understanding rock–steel interface properties for use in offshore applications4
Continuous compaction control in the UK: history, current state and future prognosis4
A large-strain consolidation model incorporating vacuum pressure growth propagation3
Long-term effect of vertical and lateral loads on piled raft foundations: a case study3
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets3
Analysis of influence factors on end soil reinforcement effect of rectangular pipe jacking3
Prediction of compressibility and hydraulic conductivity of bentonitic mixtures3
Field test of composite ground improved by different methods in red soil areas of China3
Strength parameter selection framework for evaluating the design life of clay cut slopes3
Study on transient unloading loosening simulation test of excavation of jointed rock mass3
Discrete-element modelling of the trapdoor arching effect in sand and rubberised sand3
Numerical analysis of collapse in a deep excavation supported by ground anchors3
Application of inspection and monitoring in the reduction of risk for mine tailings dams3
In situ axial loading tests on H-shaped steel strut with double splay supports3
Modelling tunnel squeezing using gene expression programming: a case study3
Twin earth pressure balance tunnelling – monitoring and numerical study of an urban case3
Vibratory plate resonance compaction3
Instrumented concrete pile tests – part 2: strain interpretation3
Use of weight sounding for examining the liquefaction-induced river levee failures3
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
Effect of polypropylene fibre reinforcement on UCS and ductility of cemented sand3
Probabilistic analysis of local instability between soil nails3
Prediction of embankment settlement on Swedish peat using the Soft Soil Creep model3
Stick–slip behaviour of mortar–rock interface under high loading rate3
Performance of fin pile subjected to torsional loads embedded in dry sand3
Passive earth pressure under various modes of wall movement: a numerical approach2
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading2
Correlation between estimated clay contents and hydrometer measurements2
Shear behaviour of infilled rock joints under different boundary conditions2
Influence of compaction on small-strain shear modulus of iron ore tailings2
Performance of a long, irregular top-down excavation in the centre of Nanjing, China2
Size effect on creep behaviour and creep model of slate rockfill with oversized particles2
Influence of pile end soil on torsional vibration of pile considering the stress diffusion2
Pile contribution to slope stability: application to open quays2
Assessment of undrained non-linear stiffness of clays using rigidity index2
A novel method for designing thermo-active retaining walls using two-dimensional analyses2
Vacuum consolidation of soil: clogging effect, varying permeability and compressibility2
Soil–structure interaction behind integral bridge abutments2
Settlement characteristics of immersed tunnel of Hong Kong–Zhuhai–Macau Bridge project2
Crossrail project: the impact of 4–18 Bishop's Bridge Road on the new Elizabeth line, London, UK2
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels2
Undrained shear strength assessment using piezocone and shear wave measurements2
Dry stacking of iron ore tailings: possible particle breakage during compaction2
Standard relationship between plasticity index and linear shrinkage: revisited2
Using effective medium theory to calculate permeability of rock with complex fractures2
Analysis of the influence of siphon hole spacing on soft-soil drainage effect2
Bearing capacity prediction of strip and ring footings embedded in layered sand2
Incorporating inherent uncertainties in seismic liquefaction assessments2
Responses of fresh concrete piles induced by pipe pile casing penetration in clay2
Time-dependent evolution of bearing capacity of driven piles in clays2
Estimating settlements due to tunnel boring machine excavation2
Degradation characteristics and bearing capacity model of pile in degraded permafrost2
Surface control techniques for tunnels in karst areas under airport taxiways2
Temperature effects on pile–soil interface behaviour in the case of piles in sand2
Consolidation testing of tailings in a slurry consolidometer using constant rate and accelerated loading2
Precise grading of surrounding rock based on numerical calculation of jointed rock mass2
Improved performance of calcareous sand subgrade reinforced by soilbags under traffic load2
Effects of changing geology on the performance of a tunnel boring machine for the Thames Tideway Tunnel, London, UK2
Influence of particle size scale on mechanical properties of tailings under high pressure2
Propagation of stress waves in layered rock mass under the impact of high-pressure gas2
Advanced Predictive Modelling applied to the Chemical Stabilization of Soft Soils2
The effects of moisture content on filtration of mixed core soils in embankment dams1
The surface bearing capacity of a strong granular layer on weaker sand1
Active thrust of sand with anisotropic seepage: A generalized limit equilibrium approach1
Deformation of framed structures due to tunnelling – a novel assessment approach1
Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking1
Increasing the undrained shear strength of soft ground improved by vacuum consolidation1
Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay1
Centrifuge modelling of lateral cyclic behaviour of a tetrapod piled jacket in soft clay1
Characterising the model uncertainty of ISO methods for punch-through capacity prediction1
Representative consolidation coefficient values in Hong Kong soils1
Stresses in sprayed concrete tunnel linings at Heathrow Terminal 41
Analytical method for new tunnel crossing pile foundation of existing bridge: a case study1
Effect of compaction water on strength and hydraulic properties of bentonite-based liner1
Glass-fibre-reinforced polymer: the low carbon dioxide option for permanent rock bolts1
Stiffness matrix method for analysis of torsionally loaded piles in multi-layered soil1
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures1
Construction of a large oedometer for MSW and non-conventional materials testing1
Discrete-element modelling of underground tunnel response to reverse fault rupture in sand1
Editorial: Tailing dams – slow responses to risks long known1
Research on the conversion of self-anchoring test data to static loading test data1
Numerical investigation of the main factors influencing rocking responses of shallow foundations1
Treatment measures for the creep–slip phase of landslides induced by twin tunnels1
Effects of fines content and plasticity on liquefaction resistance of sands1
Discrete-element modelling of pile penetration to reveal influence of soil characteristics1
Safety margin from characteristic values in settlement calculations of embankments on clay1
Analysis of long-term temperatures inside tunnels during winter in Gangwon, South Korea1
Discussion: Predicting compaction properties of soils at different compaction efforts1
Discussion: Horizontal stress increase induced by deep vibratory compaction1
Improved radial consolidation in soft clay using pervious concrete piles1
Resilient strain and stiffness degradation of Yellow River silt under cyclic loads1
Soil resistance during vibratory driving in sand1
Study on the combination measurement of rockfall embankments and rock shed on steep slopes1
Compressibility and stability analysis of an embankment on soft soil: a case study1
Back-analysis of an embedded retaining wall in stiff clay1
The assessment of innovative geotechnical slope repair techniques1
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits1
Kinematic limit analysis of unsaturated stepped excavation slopes under surcharge loads1
Observed responses of saturated sand under constant deviatoric stress path considering influence of loading amplitude1
Field test research and design of a new heliostat support structure in coarse gravel1
Permissible spatial variation of CCC data from driving comfort requirements over time1
Limit equilibrium theory in calculating screw pile bearing capacity under compression1
Design of deep rock tunnels using hyperstatic reaction and convergence confinement methods1
Geostatic stress in oil-sand tailings1
Sample disturbances due to removal of confining pressure in laminated clay1
Subgrade reaction for closely spaced raft and isolated foundations on sand: case study1
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