OOIR: Observatory of International Research

Papers

(The H4-Index of Acta Geotechnica is 41. 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 2021-04-01 to 2025-04-01.)

Article	Citations
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	109
Amorphous calcium carbonate (ACC) cement for ground improvement	103
Characterizing the onset and development of internal erosion in gap-graded soils under complex stress states	87
Influence of fluctuating groundwater level on settlement and load carrying behavior of piled raft using centrifuge tests	83
Inferred Winkler model for stiffness of suction caisson foundation under combined loading in non-homogeneous and layered soil	81
A coupled hydro-mechanical field-enriched finite element method for simulating the hydraulic fracture process of rocks subjected to in situ stresses	75
Multi-objective analysis of the Sand Hypoplasticity model calibration	71
Experimental study on monotonic to high-cyclic behaviour of sand-silt mixtures	69
Fractional derivative modelling for rheological consolidation of multilayered soil under time-dependent loadings and continuous permeable boundary conditions	67
Effect of water level fluctuation and its rate on the response of deposits on a reservoir slope: flume experiment, case monitoring comparison and failure mechanism	65
On the particle morphology characterization of granular geomaterials	63
Bridging nanoindentation and triaxial creep tests on a shale	61
Experimental investigation of the failure mechanism of deep granite under high seepage water pressure and strong unloading effect	60
An anionic biopolymer γ-polyglutamate enhanced the microbially induced carbonate precipitation for soil improvement: mechanical behaviors and underlying mechanism	59
Mechanical properties and reinforcing mechanisms of coupled–carbonated recycled fine aggregates (RFA)	56
Inferred Winkler model for uplift response of suction caisson in undrained clays	54
Hydraulic breakthrough of clay smears due to technical and natural actions	54
Tang C, Phoon KK. (2021) Model uncertainties in foundation design. CRC Press, Taylor and Francis Group, 1st edition. 568 pages, ISBN: 978-0-429--02,499-3, £112.00	54
Exploring the application of the MICP technique for the suppression of erosion in granite residual soil in Shantou using a rainfall erosion simulator	53
Experimental study on static and dynamic characteristics of geopolymer-stabilized coarse-grained soils	52
Role of superabsorbent polymer in compression behavior of high water content slurries	52
Seismic response and deformation mechanism of near-fault deep tunnels in a strong earthquake area	51
Framework for incorporating multi-level morphology of particles in DEM simulations: independent control of polydisperse distributions of roundness and roughness while preserving form distributions in	50
Pullout behavior of tree root-inspired anchors: development of root architecture models and centrifuge tests	48
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	48

Strength and wear behaviors of methane hydrate-bearing silty sand: insights from multi-reversal direct shear tests	48
Thermo-mechanical behavior of sand–clay mixtures—Part II: constitutive modeling	48
The curing mechanism and empirical model for the marine organic soft clay stabilized with calcium carbide residue and silica fume under the optimal ratio	46
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	45
Practical estimation of the thermal conductivity of granular soils considering grading and relative density using three physical parameters	45
Formulation and implementation of an isotropic plasticity model enriched with shift stress and fractional flow rule	44
On rotational hardening in soil elastic-plasticity	43
Simulation of the failure and run-out processes of rotational–translational loess landslides using an SPH model considering strain softening	43
Lateral capacity and failure mechanisms of skirted foundation resting on slopes	43
Highly efficient reliability analysis of anisotropic heterogeneous slopes: machine learning-aided Monte Carlo method	43
Seawater effects on ground granulated blast furnace slag (GGBS)-stabilized marine deposits in land reclamation	43
Inherent and stress-induced stiffness anisotropy of natural granite residual soil	42
Strengthening mechanism of plum blossom pile composite foundation	42
Effect of cyclic loading on the mobilization of unit base resistance of model piles jacked in sand	42
Consistency behavior and mechanism of the irreversible dilatancy of gravel–structure interface subjected to 3D loadings	42
Microscopic origins of shape effects on migration and clogging of fines in porous media using coupled CFD-iDEM	42