OOIR: Observatory of International Research

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 2020-10-01 to 2024-10-01.)

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
Role of unsaturated soil properties in the development of slope susceptibility map	22
Experimental and numerical analyses of buried box culverts in trenches using geofoam	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
Modelling earthquake-triggered landslide runout with the material point method	13
Effect of soil models on the prediction of tunnelling-induced deformations of structures	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
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
Correlation of compaction characteristics of standard and reduced Proctor tests	10
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
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai	9
Modelling deformations in water retention structures with unsaturated material point method	8
On some uncertainties related to static liquefaction triggering assessments	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
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
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
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
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