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 2020-04-01 to 2024-04-01.)

Article	Citations
An extreme learning machine model for geosynthetic-reinforced sandy soil foundations	28
Physical and Numerical Modelling of Pile-stabilized Saturated Layered Slopes	27
Monitoring the construction of a large-diameter caisson in sand	23
Performance of geosynthetic-reinforced pile-supported embankment on soft marine deposit	23
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	19
Experimental and numerical analyses of buried box culverts in trenches using geofoam	18
Mathematical modelling of cumulative erosion ratio for suffusion in soils	15
Roller compaction of rock-fill with automatic frequency control	13
Effect of soil models on the prediction of tunnelling-induced deformations of structures	13
Evolution of hydraulic conductivity models for sandy soils	13
Horizontal stress increase induced by deep vibratory compaction	12
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
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
Vibratory driving of piles and sheet piles – state of practice	10
Effect of a sealed connector on the improvement of dredged slurry under vacuum preloading	9
Correlation of compaction characteristics of standard and reduced Proctor tests	9
Long-term dynamic stability of improved loess subgrade for high-speed railways	8
Modelling deformations in water retention structures with unsaturated material point method	8
An analytical model for predicting the shear strength of unsaturated soils	8
Challenges of earth-pressure-balance tunnelling in weathered granite with boulders	8
Modelling earthquake-triggered landslide runout with the material point method	7
Development and applications of debris mobility models in Hong Kong	7

Polypropylene pipe interface strength on marine sandy soils with varying coarse fraction	7
Lateral response of rigid monopiles subjected to cyclic loading: centrifuge modelling	7
Improving governance will not be sufficient to avoid dam failures	7
Value engineering using load-cell test data of barrette foundations – La Maison, Dubai	6
Evaluation of compression interpretation criteria for drilled shafts socketed into rocks	6
Effect of the installation process on monopile lateral response	6
Mechanical behaviour and loading rate dependency of gypsum-mixed fine-grained soils	6
On some uncertainties related to static liquefaction triggering assessments	6
Influence of the features of the unsaturated zone on the air injection method in a slope	6
Effect of construction and design factors on the behaviour of nailed-soil structures	6
Assessment of a compaction indicator for oscillation rollers with a lumped parameter model	6
Cutting shoe design for open caissons in sand: influence on vertical bearing capacity	6
A new large step-tapered hollow pile and its bearing capacity	6
Tunnel Shape Influence on the Tunnel Lining Behavior	6
A multi-linear approach to strength and plasticity states between the Atterberg limits	6
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
Deformation control for large-section tunnel construction in fractured carbonaceous slate	5
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
The design of railway overhead line equipment mast foundations	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
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
Compression load tests on bored and barrette piles founded in gravelly sediments	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
Efficient analytical approach for stability analysis of infrastructure slopes	4
Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina	4
Design method for the ‘impression pile’	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
Numerical evaluation of backfill compaction behind the face of reinforced soil walls	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