Proceedings of the Institution of Civil Engineers-Geotechnical Enginee

Papers
(The TQCC of Proceedings of the Institution of Civil Engineers-Geotechnical Enginee is 4. 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
Monitoring the construction of a large-diameter caisson in sand27
Physical and Numerical Modelling of Pile-stabilized Saturated Layered Slopes27
Role of unsaturated soil properties in the development of slope susceptibility map24
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit24
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
Modelling earthquake-triggered landslide runout with the material point method11
Application of a critical state model to the Merriespruit tailings dam failure11
Vibratory driving of piles and sheet piles – state of practice11
Advanced analysis of masonry retaining walls using mixed discrete–continuum approach10
Correlation of compaction characteristics of standard and reduced Proctor tests10
Assessing single-helix screw pile geometry on offshore installation and axial capacity10
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
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
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks6
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
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
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
Disintegration characteristics of collapsible loess after vibration compaction4
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