Proceedings of the Institution of Civil Engineers-Geotechnical Enginee

Article	Citations
Physical and Numerical Modelling of Pile-stabilized Saturated Layered Slopes	27
An extreme learning machine model for geosynthetic-reinforced sandy soil foundations	27
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit	23
Monitoring the construction of a large-diameter caisson in sand	23
Role of unsaturated soil properties in the development of slope susceptibility map	21
Parameters controlling loss of mass and stiffness degradation of ‘green’ stabilised tailings	18
Experimental and numerical analyses of buried box culverts in trenches using geofoam	17
Mathematical modelling of cumulative erosion ratio for suffusion in soils	15
Evolution of hydraulic conductivity models for sandy soils	13
Roller compaction of rock-fill with automatic frequency control	13
Effect of soil models on the prediction of tunnelling-induced deformations of structures	13
Horizontal stress increase induced by deep vibratory compaction	11
Vibratory driving of piles and sheet piles – state of practice	10
Application of a critical state model to the Merriespruit tailings dam failure	10
A new method for predicting the ultimate shaft resistance of rock-socketed drilled shafts	10
Advanced analysis of masonry retaining walls using mixed discrete–continuum approach	10
Assessing single-helix screw pile geometry on offshore installation and axial capacity	9
Effect of a sealed connector on the improvement of dredged slurry under vacuum preloading	9
An analytical model for predicting the shear strength of unsaturated soils	8
Modelling deformations in water retention structures with unsaturated material point method	8
Long-term dynamic stability of improved loess subgrade for high-speed railways	8
Challenges of earth-pressure-balance tunnelling in weathered granite with boulders	8
Correlation of compaction characteristics of standard and reduced Proctor tests	8
Polypropylene pipe interface strength on marine sandy soils with varying coarse fraction	7
Improving governance will not be sufficient to avoid dam failures	7

Modelling earthquake-triggered landslide runout with the material point method	7
Lateral response of rigid monopiles subjected to cyclic loading: centrifuge modelling	7
Development and applications of debris mobility models in Hong Kong	6
Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils	6
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai	6
A new large step-tapered hollow pile and its bearing capacity	6
Tunnel Shape Influence on the Tunnel Lining Behavior	6
Effect of the installation process on monopile lateral response	6
On some uncertainties related to static liquefaction triggering assessments	6
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity	6
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks	6
Effect of construction and design factors on the behaviour of nailed-soil structures	6
A multi-linear approach to strength and plasticity states between the Atterberg limits	6
Assessment of a compaction indicator for oscillation rollers with a lumped parameter model	6
Influence of the features of the unsaturated zone on the air injection method in a slope	6
Discussion: Challenges of earth pressure balance tunnelling in weathered granite with boulders	5
A simplified numerical method to simulate the thawing of frozen soil	5
A simple model for sand–structure interface behaviour	5
An analytical method for a pile-stabilised slope considering soil anisotropy	5
Instrumented concrete pile tests – part 1: a review of instrumentation and procedures	5
Influence of stratification and assessment of fragility curves for mountain tunnels	5
Parametric study of the compaction effect and the response of an oscillation roller	5
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation	5
The design of railway overhead line equipment mast foundations	5
Efficient analytical approach for stability analysis of infrastructure slopes	4
Numerical evaluation of backfill compaction behind the face of reinforced soil walls	4
Compression load tests on bored and barrette piles founded in gravelly sediments	4
In situ automatic monitoring and working state assessment of inclined shafts in coal mines	4
Study of the anisotropic tensile and compressive strength of a foliated phyllite	4
Bored piles in tropical soils and rocks: shaft and base resistances, t–z and q–w models	4
Improved limit analysis method of piled slopes considering the pile axial forces	4
Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina	4
Numerical simulation of load tests on hollow-bar micropiles considering grouting method	4
A three-dimensional numerical method for siphon drainage process simulation	4
Tailings desiccation process studied in environmental chamber experiment	4
Single excavation face method for super-large-span bifurcated tunnels	4
Dynamic effective stress analysis of a centreline tailings dam under subduction earthquakes	4
Evaluation of the safety factors of shotcrete linings during the creep stage	4
Design method for the ‘impression pile’	4
Integrating intelligent compaction technology and modulus-based testing for design verification	4
Monotonic and cyclic lateral load tests on monopod winged caisson foundations in sand	4
Deformation control for large-section tunnel construction in fractured carbonaceous slate	3
Modelling tunnel squeezing using gene expression programming: a case study	3
Field test of composite ground improved by different methods in red soil areas of China	3
Instrumented concrete pile tests – part 2: strain interpretation	3
Understanding rock–steel interface properties for use in offshore applications	3
Study on transient unloading loosening simulation test of excavation of jointed rock mass	3
Discrete-element modelling of the trapdoor arching effect in sand and rubberised sand	3
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets	3
Predicting compaction properties of soils at different compaction efforts	3

Vibratory plate resonance compaction	3
Systematic field test of non-destructive techniques for driven cast in situ pile lengths	3
A large-strain consolidation model incorporating vacuum pressure growth propagation	3
Use of weight sounding for examining the liquefaction-induced river levee failures	3
Assessing compaction of existing railway subgrades using dynamic cone penetration testing	3
Probabilistic analysis of local instability between soil nails	3
Prediction of embankment settlement on Swedish peat using the Soft Soil Creep model	3
Influence of rockfill particle breakage on long-term settlement of embankment dams	3
Plastic-damage analysis of concrete cutoff wall for a concrete face rockfill dam	3
Experimental assessment of the small-strain response of residual soil under monotonic and cyclic loading	3
A micro study on centrifuge model test of dynamic compaction using discrete-element method	3
Numerical analysis of collapse in a deep excavation supported by ground anchors	3
Effects of changing geology on the performance of a tunnel boring machine for the Thames Tideway Tunnel, London, UK	2
Consolidation testing of tailings in a slurry consolidometer using constant rate and accelerated loading	2
Influence of particle size scale on mechanical properties of tailings under high pressure	2
Incorporating inherent uncertainties in seismic liquefaction assessments	2
Advanced Predictive Modelling applied to the Chemical Stabilization of Soft Soils	2
Degradation characteristics and bearing capacity model of pile in degraded permafrost	2
Crossrail project: the impact of 4–18 Bishop's Bridge Road on the new Elizabeth line, London, UK	2
Continuous compaction control in the UK: history, current state and future prognosis	2
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels	2
Long-term effect of vertical and lateral loads on piled raft foundations: a case study	2
Analysis of influence factors on end soil reinforcement effect of rectangular pipe jacking	2
Standard relationship between plasticity index and linear shrinkage: revisited	2
Size effect on creep behaviour and creep model of slate rockfill with oversized particles	2
Twin earth pressure balance tunnelling – monitoring and numerical study of an urban case	2
Bearing capacity prediction of strip and ring footings embedded in layered sand	2
Responses of fresh concrete piles induced by pipe pile casing penetration in clay	2
Time-dependent evolution of bearing capacity of driven piles in clays	2
Settlement characteristics of immersed tunnel of Hong Kong–Zhuhai–Macau Bridge project	2
The mechanical characteristics of artificially cemented gravel–silty clay mixed soils	2
Effect of polypropylene fibre reinforcement on UCS and ductility of cemented sand	2
Surface control techniques for tunnels in karst areas under airport taxiways	2
Evaluation of one-dimensional seismic site response due to liquefiable sub-layer	2
Performance of a long, irregular top-down excavation in the centre of Nanjing, China	2
Improved performance of calcareous sand subgrade reinforced by soilbags under traffic load	2
Precise grading of surrounding rock based on numerical calculation of jointed rock mass	2
Prediction of compressibility and hydraulic conductivity of bentonitic mixtures	2
Stick–slip behaviour of mortar–rock interface under high loading rate	2
Analysis of the influence of siphon hole spacing on soft-soil drainage effect	2
Strength parameter selection framework for evaluating the design life of clay cut slopes	2
Using effective medium theory to calculate permeability of rock with complex fractures	2
An experimental investigation of the consolidation process under triangular cyclic loading	2
Estimating settlements due to tunnel boring machine excavation	2
Influence of compaction on small-strain shear modulus of iron ore tailings	2
Application of inspection and monitoring in the reduction of risk for mine tailings dams	2
Undrained shear strength assessment using piezocone and shear wave measurements	2
Temperature effects on pile–soil interface behaviour in the case of piles in sand	2
Disintegration characteristics of collapsible loess after vibration compaction	2
Pile contribution to slope stability: application to open quays	2
Analytical method for new tunnel crossing pile foundation of existing bridge: a case study	1
Geostatic stress in oil-sand tailings	1
Sample disturbances due to removal of confining pressure in laminated clay	1
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading	1
The effects of moisture content on filtration of mixed core soils in embankment dams	1
Soil resistance during vibratory driving in sand	1
Compressibility and stability analysis of an embankment on soft soil: a case study	1
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures	1
Numerical investigation of the main factors influencing rocking responses of shallow foundations	1
Active thrust of sand with anisotropic seepage: A generalized limit equilibrium approach	1
Centrifuge modelling of lateral cyclic behaviour of a tetrapod piled jacket in soft clay	1
Dry stacking of iron ore tailings: possible particle breakage during compaction	1
Permissible spatial variation of CCC data from driving comfort requirements over time	1
Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay	1
Performance of fin pile subjected to torsional loads embedded in dry sand	1
Characterising the model uncertainty of ISO methods for punch-through capacity prediction	1
Analysis of long-term temperatures inside tunnels during winter in Gangwon, South Korea	1
Discussion: Predicting compaction properties of soils at different compaction efforts	1
Vacuum consolidation of soil: clogging effect, varying permeability and compressibility	1
Glass-fibre-reinforced polymer: the low carbon dioxide option for permanent rock bolts	1
Stiffness matrix method for analysis of torsionally loaded piles in multi-layered soil	1
Resilient strain and stiffness degradation of Yellow River silt under cyclic loads	1
The assessment of innovative geotechnical slope repair techniques	1
Deformation of framed structures due to tunnelling – a novel assessment approach	1
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits	1
Influence of pile end soil on torsional vibration of pile considering the stress diffusion	1
Back-analysis of an embedded retaining wall in stiff clay	1
Assessment of undrained non-linear stiffness of clays using rigidity index	1
In situ axial loading tests on H-shaped steel strut with double splay supports	1
Representative consolidation coefficient values in Hong Kong soils	1

Field test research and design of a new heliostat support structure in coarse gravel	1
Limit equilibrium theory in calculating screw pile bearing capacity under compression	1
Design of deep rock tunnels using hyperstatic reaction and convergence confinement methods	1
Discussion: Horizontal stress increase induced by deep vibratory compaction	1
A novel method for designing thermo-active retaining walls using two-dimensional analyses	1
Passive earth pressure under various modes of wall movement: a numerical approach	1
Improved radial consolidation in soft clay using pervious concrete piles	1
The surface bearing capacity of a strong granular layer on weaker sand	1
Correlation between estimated clay contents and hydrometer measurements	1
Construction of a large oedometer for MSW and non-conventional materials testing	1
Effects of fines content and plasticity on liquefaction resistance of sands	1
Study on the combination measurement of rockfall embankments and rock shed on steep slopes	1
Increasing the undrained shear strength of soft ground improved by vacuum consolidation	1
Research on the conversion of self-anchoring test data to static loading test data	1
Effects of intrinsic anisotropy on the dynamic behaviour of undisturbed loess	1
Treatment measures for the creep–slip phase of landslides induced by twin tunnels	1
Safety margin from characteristic values in settlement calculations of embankments on clay	1
Discrete-element modelling of pile penetration to reveal influence of soil characteristics	1
Stresses in sprayed concrete tunnel linings at Heathrow Terminal 4	1