OOIR: Observatory of International Research

Papers

(The H4-Index of Acta Geotechnica is 39. 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.)

Article	Citations
One-phase-low-pH enzyme induced carbonate precipitation (EICP) method for soil improvement	123
The detailed particle breakage around the pile in coral sand	102
Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning	102
An experimental study of mitigating coastal sand dune erosion by microbial- and enzymatic-induced carbonate precipitation	94
Energy evolution analysis and failure criteria for rock under different stress paths	83
Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method	77
Displacement prediction of Jiuxianping landslide using gated recurrent unit (GRU) networks	76
Compression behavior of MICP-treated sand with various gradations	76
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China	75
Investigating the effect of flow direction on suffusion and its impacts on gap-graded granular soils	72
Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm	70
Real-time prediction of shield moving trajectory during tunnelling	68
Quantitative evaluation of geological uncertainty and its influence on tunnel structural performance using improved coupled Markov chain	65
Retarding effect of concentration of cementation solution on biocementation of soil	60
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	57
Bio-mediated calcium carbonate precipitation and its effect on the shear behaviour of calcareous sand	57
The effect of temperature on the drained shear behavior of calcareous sand	57
Comparative performance of eight ensemble learning approaches for the development of models of slope stability prediction	56
Real-time prediction of shield moving trajectory during tunnelling using GRU deep neural network	51
Failure characteristics of brittle rock containing two rectangular holes under uniaxial compression and coupled static-dynamic loads	50
Effects of internal pores on the mechanical properties of marine calcareous sand particles	50
Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview	49
A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media	49
Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity	48
Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading	48

A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking	47
A new approach for stabilization of lateritic soil with Portland cement and sand: strength and durability	47
Intelligent assistant driving method for tunnel boring machine based on big data	45
Effect of wool fiber addition on the reinforcement of loose sands by microbially induced carbonate precipitation (MICP): mechanical property and underlying mechanism	45
Centrifuge modelling of rainfall-induced slope failure in variably saturated soil	44
Vertical dynamic response of a pile embedded in a poroelastic soil layer overlying rigid base	43
Poroelastic coefficients for anisotropic single and double porosity media	43
Predicting permeability of tight carbonates using a hybrid machine learning approach of modified equilibrium optimizer and extreme learning machine	42
Kinetic biomineralization through microfluidic chip tests	42
A triaxial creep model for deep coal considering temperature effect based on fractional derivative	42
Numerical investigation of the mechanism of granular flow impact on rigid control structures	42
Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling	42
The compaction effect on the performance of a compaction-grouted soil nail in sand	41
Modelling three-dimensional stress-dependent failure of hard rocks	39