Acta Geotechnica

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 2020-04-01 to 2024-04-01.)
ArticleCitations
Efficient reliability analysis of earth dam slope stability using extreme gradient boosting method175
One-phase-low-pH enzyme induced carbonate precipitation (EICP) method for soil improvement98
Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning97
The detailed particle breakage around the pile in coral sand94
An experimental study of mitigating coastal sand dune erosion by microbial- and enzymatic-induced carbonate precipitation83
Energy evolution analysis and failure criteria for rock under different stress paths73
Compression behavior of MICP-treated sand with various gradations70
Displacement prediction of Jiuxianping landslide using gated recurrent unit (GRU) networks70
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China65
Investigating the effect of flow direction on suffusion and its impacts on gap-graded granular soils65
Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm63
Homogeneity and mechanical behaviors of sands improved by a temperature-controlled one-phase MICP method60
Quantitative evaluation of geological uncertainty and its influence on tunnel structural performance using improved coupled Markov chain60
Real-time prediction of shield moving trajectory during tunnelling57
An anisotropic plasticity model incorporating fabric evolution for monotonic and cyclic behavior of sand56
Three-dimensional Wadell roundness for particle angularity characterization of granular soils52
The effect of temperature on the drained shear behavior of calcareous sand52
Investigating the effect of degree of compaction, initial water content, and electric field intensity on electrokinetic remediation of an artificially Cu- and Pb-contaminated loess51
Effects of internal pores on the mechanical properties of marine calcareous sand particles48
Optimization design of stabilizing piles in slopes considering spatial variability48
Bio-mediated calcium carbonate precipitation and its effect on the shear behaviour of calcareous sand48
Monotonic behavior of interface shear between carbonate sands and steel48
Failure characteristics of brittle rock containing two rectangular holes under uniaxial compression and coupled static-dynamic loads46
Retarding effect of concentration of cementation solution on biocementation of soil46
A new approach for stabilization of lateritic soil with Portland cement and sand: strength and durability45
Cyclic behavior of interface shear between carbonate sand and steel45
Real-time prediction of shield moving trajectory during tunnelling using GRU deep neural network44
Comparative performance of eight ensemble learning approaches for the development of models of slope stability prediction43
A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking43
A 2D mixed fracture–pore seepage model and hydromechanical coupling for fractured porous media43
Experimental investigations of the soil water retention curve under multiple drying–wetting cycles43
Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading43
Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview43
Bayesian estimation of spatially varying soil parameters with spatiotemporal monitoring data43
Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity43
Vertical dynamic response of a pile embedded in a poroelastic soil layer overlying rigid base41
Evaluation of undrained shear strength of surficial marine clays using ball penetration-based CFD modelling40
Poroelastic coefficients for anisotropic single and double porosity media40
The compaction effect on the performance of a compaction-grouted soil nail in sand40
A triaxial creep model for deep coal considering temperature effect based on fractional derivative39
Effect of wool fiber addition on the reinforcement of loose sands by microbially induced carbonate precipitation (MICP): mechanical property and underlying mechanism39
Predicting permeability of tight carbonates using a hybrid machine learning approach of modified equilibrium optimizer and extreme learning machine39
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