Proceedings of the Institution of Civil Engineers-Geotechnical Enginee

Article	Citations
Monitoring the construction of a large-diameter caisson in sand	28
An extreme learning machine model for geosynthetic-reinforced sandy soil foundations	28
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit	27
Physical and Numerical Modelling of Pile-stabilized Saturated Layered Slopes	27
Experimental and numerical analyses of buried box culverts in trenches using geofoam	22
Role of unsaturated soil properties in the development of slope susceptibility map	22
Parameters controlling loss of mass and stiffness degradation of ‘green’ stabilised tailings	20
Mathematical modelling of cumulative erosion ratio for suffusion in soils	17
Effect of soil models on the prediction of tunnelling-induced deformations of structures	13
Modelling earthquake-triggered landslide runout with the material point method	13
Vibratory driving of piles and sheet piles – state of practice	12
Application of a critical state model to the Merriespruit tailings dam failure	11
Correlation of compaction characteristics of standard and reduced Proctor tests	10
Assessing single-helix screw pile geometry on offshore installation and axial capacity	10
Advanced analysis of masonry retaining walls using mixed discrete–continuum approach	10
Effect of the installation process on monopile lateral response	10
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai	9
An analytical model for predicting the shear strength of unsaturated soils	9
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity	9
Improving governance will not be sufficient to avoid dam failures	9
On some uncertainties related to static liquefaction triggering assessments	8
Modelling deformations in water retention structures with unsaturated material point method	8
A simplified numerical method to simulate the thawing of frozen soil	7
Lateral response of rigid monopiles subjected to cyclic loading: centrifuge modelling	7
Development and applications of debris mobility models in Hong Kong	7

Modelling tunnel squeezing using gene expression programming: a case study	7
Influence of stratification and assessment of fragility curves for mountain tunnels	7
Discussion: Challenges of earth pressure balance tunnelling in weathered granite with boulders	6
A multi-linear approach to strength and plasticity states between the Atterberg limits	6
Polypropylene pipe interface strength on marine sandy soils with varying coarse fraction	6
Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils	6
Bored piles in tropical soils and rocks: shaft and base resistances, t–z and q–w models	6
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks	6
An analytical method for a pile-stabilised slope considering soil anisotropy	5
Numerical evaluation of backfill compaction behind the face of reinforced soil walls	5
Understanding rock–steel interface properties for use in offshore applications	5
Instrumented concrete pile tests – part 1: a review of instrumentation and procedures	5
Deformation control for large-section tunnel construction in fractured carbonaceous slate	5
Improved limit analysis method of piled slopes considering the pile axial forces	5
Influence of rockfill particle breakage on long-term settlement of embankment dams	5
Tunnel Shape Influence on the Tunnel Lining Behavior	5
A simple model for sand–structure interface behaviour	5
The design of railway overhead line equipment mast foundations	5
Efficient analytical approach for stability analysis of infrastructure slopes	5
Dynamic effective stress analysis of a centreline tailings dam under subduction earthquakes	5
Numerical simulation of load tests on hollow-bar micropiles considering grouting method	5
Longitudinal responses of shield tunnel subjected to surcharge considering dislocation	5
Effect of construction and design factors on the behaviour of nailed-soil structures	5
Effect of polypropylene fibre reinforcement on UCS and ductility of cemented sand	4
Dry stacking of iron ore tailings: possible particle breakage during compaction	4
Single excavation face method for super-large-span bifurcated tunnels	4
Performance of fin pile subjected to torsional loads embedded in dry sand	4
Strength parameter selection framework for evaluating the design life of clay cut slopes	4
Experimental assessment of the small-strain response of residual soil under monotonic and cyclic loading	4
Tailings desiccation process studied in environmental chamber experiment	4
Monotonic and cyclic lateral load tests on monopod winged caisson foundations in sand	4
Disintegration characteristics of collapsible loess after vibration compaction	4
In situ automatic monitoring and working state assessment of inclined shafts in coal mines	4
Systematic field test of non-destructive techniques for driven cast in situ pile lengths	4
A three-dimensional numerical method for siphon drainage process simulation	4
Study of the anisotropic tensile and compressive strength of a foliated phyllite	4
Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina	4
Design method for the ‘impression pile’	4
Compression load tests on bored and barrette piles founded in gravelly sediments	4
Time-dependent evolution of bearing capacity of driven piles in clays	3
Instrumented concrete pile tests – part 2: strain interpretation	3
Use of weight sounding for examining the liquefaction-induced river levee failures	3
Analysis of influence factors on end soil reinforcement effect of rectangular pipe jacking	3
Multiscale modelling of dynamic impact on highly deformable compound rockfall fence nets	3
Application of inspection and monitoring in the reduction of risk for mine tailings dams	3
In situ axial loading tests on H-shaped steel strut with double splay supports	3
Field test of composite ground improved by different methods in red soil areas of China	3
Vacuum consolidation of soil: clogging effect, varying permeability and compressibility	3
Behaviour of a weakly bonded residual soil subjected to monotonic and cyclic loading	3
Study on transient unloading loosening simulation test of excavation of jointed rock mass	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
Predicting compaction properties of soils at different compaction efforts	3
Improved performance of calcareous sand subgrade reinforced by soilbags under traffic load	3
Size effect on creep behaviour and creep model of slate rockfill with oversized particles	3
Influence of pile end soil on torsional vibration of pile considering the stress diffusion	3
Responses of fresh concrete piles induced by pipe pile casing penetration in clay	3
A large-strain consolidation model incorporating vacuum pressure growth propagation	3
Long-term effect of vertical and lateral loads on piled raft foundations: a case study	3
Discrete-element modelling of the trapdoor arching effect in sand and rubberised sand	3
Shear behaviour of infilled rock joints under different boundary conditions	3
Prediction of embankment settlement on Swedish peat using the Soft Soil Creep model	3
Prediction of compressibility and hydraulic conductivity of bentonitic mixtures	3
Probabilistic analysis of local instability between soil nails	3
Stick–slip behaviour of mortar–rock interface under high loading rate	3
Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking	2
Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels	2
Temperature effects on pile–soil interface behaviour in the case of piles in sand	2
Performance of a long, irregular top-down excavation in the centre of Nanjing, China	2
Using effective medium theory to calculate permeability of rock with complex fractures	2
Twin earth pressure balance tunnelling – monitoring and numerical study of an urban case	2
Pile contribution to slope stability: application to open quays	2
Bearing capacity prediction of strip and ring footings embedded in layered sand	2
Discussion: Predicting compaction properties of soils at different compaction efforts	2
Analytical method for new tunnel crossing pile foundation of existing bridge: a case study	2
Incorporating inherent uncertainties in seismic liquefaction assessments	2
Correlation between estimated clay contents and hydrometer measurements	2
Estimating settlements due to tunnel boring machine excavation	2
Study on the combination measurement of rockfall embankments and rock shed on steep slopes	2
Surface control techniques for tunnels in karst areas under airport taxiways	2
Influence of compaction on small-strain shear modulus of iron ore tailings	2
Standard relationship between plasticity index and linear shrinkage: revisited	2
Observed responses of saturated sand under constant deviatoric stress path considering influence of loading amplitude	2
Influence of particle size scale on mechanical properties of tailings under high pressure	2
Assessment of undrained non-linear stiffness of clays using rigidity index	2
Propagation of stress waves in layered rock mass under the impact of high-pressure gas	2
Soil–structure interaction behind integral bridge abutments	2
Passive earth pressure under various modes of wall movement: a numerical approach	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
Assessing compaction of existing railway subgrades using dynamic cone penetration testing	2
Undrained shear strength assessment using piezocone and shear wave measurements	2
Precise grading of surrounding rock based on numerical calculation of jointed rock mass	2
Consolidation testing of tailings in a slurry consolidometer using constant rate and accelerated loading	2
Soil resistance during vibratory driving in sand	2
Discrete-element modelling of pile penetration to reveal influence of soil characteristics	2
Effects of changing geology on the performance of a tunnel boring machine for the Thames Tideway Tunnel, London, UK	2
Analysis of the influence of siphon hole spacing on soft-soil drainage effect	2
Analysis of long-term temperatures inside tunnels during winter in Gangwon, South Korea	2
A novel method for designing thermo-active retaining walls using two-dimensional analyses	2
Improved radial consolidation in soft clay using pervious concrete piles	2
Settlement characteristics of immersed tunnel of Hong Kong–Zhuhai–Macau Bridge project	2
Compressibility and stability analysis of an embankment on soft soil: a case study	1
Evaluating friction angles for clays: piezocone tests compared with Atterberg limits	1
Hyperbolic load–displacement analysis of helical and expanded piles: database approach	1
Methodology for geometry assessment of self-drilling micropiles using distributed fibre optic sensors	1
Numerical investigation of the main factors influencing rocking responses of shallow foundations	1
Treatment measures for the creep–slip phase of landslides induced by twin tunnels	1
Centrifuge modelling of lateral cyclic behaviour of a tetrapod piled jacket in soft clay	1
Representative consolidation coefficient values in Hong Kong soils	1
Effect of compaction water on strength and hydraulic properties of bentonite-based liner	1
Stresses in sprayed concrete tunnel linings at Heathrow Terminal 4	1
Improved method for settlement prediction of shallow foundations on sand	1
Resilient strain and stiffness degradation of Yellow River silt under cyclic loads	1
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures	1
Editorial: Tailing dams – slow responses to risks long known	1
Discrete-element modelling of underground tunnel response to reverse fault rupture in sand	1
The surface bearing capacity of a strong granular layer on weaker sand	1
Back-analysis of an embedded retaining wall in stiff clay	1
Experimental study on site filling of sandy soil for railway subgrade	1
Engineering characteristics test on pile–net composite foundation in loess areas	1
Kinematic limit analysis of unsaturated stepped excavation slopes under surcharge loads	1
Characterising the model uncertainty of ISO methods for punch-through capacity prediction	1
Effects of fines content and plasticity on liquefaction resistance of sands	1
Safety margin from characteristic values in settlement calculations of embankments on clay	1
Geostatic stress in oil-sand tailings	1
Design of deep rock tunnels using hyperstatic reaction and convergence confinement methods	1
Investigation of deformation coordination between optical fibre and borehole sand backfill	1
Stiffness matrix method for analysis of torsionally loaded piles in multi-layered soil	1
Shear behaviour of peat at different stress levels	1

Discussion of cutter-head opening design for earth pressure balance machines (EPBMs)	1
Construction of a large oedometer for MSW and non-conventional materials testing	1
Research on the conversion of self-anchoring test data to static loading test data	1
Deformation of framed structures due to tunnelling – a novel assessment approach	1
Field test research and design of a new heliostat support structure in coarse gravel	1
Increasing the undrained shear strength of soft ground improved by vacuum consolidation	1
Analysis of prefabricated vertical drains with surcharge preloading of Hiep Phuoc clay	1
A field study on the behaviour of driven and drilled micropiles implemented in clay	1
Deformation characteristics of excavation supported by prefabricated recyclable structures	1
Limit equilibrium theory in calculating screw pile bearing capacity under compression	1
Sample disturbances due to removal of confining pressure in laminated clay	1
Glass-fibre-reinforced polymer: the low carbon dioxide option for permanent rock bolts	1
The effects of moisture content on filtration of mixed core soils in embankment dams	1
Subgrade reaction for closely spaced raft and isolated foundations on sand: case study	1
The assessment of innovative geotechnical slope repair techniques	1
Active thrust of sand with anisotropic seepage: A generalized limit equilibrium approach	1