OOIR: Observatory of International Research

Papers

(The H4-Index of Acta Geotechnica is 40. 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 2020-05-01 to 2024-05-01.)

Article	Citations
One-phase-low-pH enzyme induced carbonate precipitation (EICP) method for soil improvement	101
The detailed particle breakage around the pile in coral sand	100
Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning	98
An experimental study of mitigating coastal sand dune erosion by microbial- and enzymatic-induced carbonate precipitation	86
Energy evolution analysis and failure criteria for rock under different stress paths	76
Displacement prediction of Jiuxianping landslide using gated recurrent unit (GRU) networks	73
Investigating the effect of flow direction on suffusion and its impacts on gap-graded granular soils	71
Compression behavior of MICP-treated sand with various gradations	71
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China	69
Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm	67
Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method	64
Quantitative evaluation of geological uncertainty and its influence on tunnel structural performance using improved coupled Markov chain	63
Real-time prediction of shield moving trajectory during tunnelling	62
An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand	58
Three-dimensional Wadell roundness for particle angularity characterization of granular soils	56
The effect of temperature on the drained shear behavior of calcareous sand	54
Investigating the effect of degree of compaction, initial water content, and electric field intensity on electrokinetic remediation of an artificially Cu- and Pb-contaminated loess	54
Monotonic behavior of interface shear between carbonate sands and steel	50
Bio-mediated calcium carbonate precipitation and its effect on the shear behaviour of calcareous sand	50
Effects of internal pores on the mechanical properties of marine calcareous sand particles	48
Comparative performance of eight ensemble learning approaches for the development of models of slope stability prediction	48
Retarding effect of concentration of cementation solution on biocementation of soil	48
Failure characteristics of brittle rock containing two rectangular holes under uniaxial compression and coupled static-dynamic loads	47
Cyclic behavior of interface shear between carbonate sand and steel	47
Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity	45

A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media	45
Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading	45
Real-time prediction of shield moving trajectory during tunnelling using GRU deep neural network	45
A new approach for stabilization of lateritic soil with Portland cement and sand: strength and durability	45
A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking	44
Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview	44
Bayesian estimation of spatially varying soil parameters with spatiotemporal monitoring data	44
Poroelastic coefficients for anisotropic single and double porosity media	42
Vertical dynamic response of a pile embedded in a poroelastic soil layer overlying rigid base	41
Predicting permeability of tight carbonates using a hybrid machine learning approach of modified equilibrium optimizer and extreme learning machine	41
Effect of wool fiber addition on the reinforcement of loose sands by microbially induced carbonate precipitation (MICP): mechanical property and underlying mechanism	41
A triaxial creep model for deep coal considering temperature effect based on fractional derivative	40
The compaction effect on the performance of a compaction-grouted soil nail in sand	40
Numerical investigation of the mechanism of granular flow impact on rigid control structures	40
Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling	40