Acta Geotechnica

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
Compression behavior of MICP-treated sand with various gradations	76
Displacement prediction of Jiuxianping landslide using gated recurrent unit (GRU) networks	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
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
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
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
Effects of internal pores on the mechanical properties of marine calcareous sand particles	50
Failure characteristics of brittle rock containing two rectangular holes under uniaxial compression and coupled static-dynamic loads	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
Hypoplastic modeling of anisotropic sand behavior accounting for fabric evolution under monotonic and cyclic loading	48
Coupled thermal–hydraulic modeling of artificial ground freezing with uncertainties in pipe inclination and thermal conductivity	48

A new approach for stabilization of lateritic soil with Portland cement and sand: strength and durability	47
A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking	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
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
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
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
Design optimization of the soil nail wall-retaining pile-anchor cable supporting system in a large-scale deep foundation pit	38
Energy dissimilation characteristics and shock mechanism of coal-rock mass induced in steeply-inclined mining: comparison based on physical simulation and numerical calculation	38
Assessing the influence of a rapid water drawdown on the seismic response characteristics of a reservoir rock slope using time–frequency analysis	37
Ground movements induced by installation of twin large diameter deeply-buried caissons: 3D numerical modeling	37
Mechanical behaviors of conjugate-flawed rocks subjected to coupled static–dynamic compression	36
Vertical time-harmonic coupling vibration of an impermeable, rigid, circular plate resting on a finite, poroelastic soil layer	36
A continuum-based model on axial pile-head dynamic impedance in inhomogeneous soil	36
A simple hypoplastic model for overconsolidated clays	36
Effect of water chemical corrosion on mechanical properties and failure modes of pre-fissured sandstone under uniaxial compression	36
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	36
Physical model tests and discrete element simulation of shield tunnel face stability in anisotropic granular media	35
Experimental study and numerical modeling of the thermo-hydro-mechanical processes in soil freezing with different frost penetration directions	35
Assessment of rockburst risk using multivariate adaptive regression splines and deep forest model	35
Particle finite element method implementation for large deformation analysis using Abaqus	35
An experimental study on the apparent viscosity of sandy soils: from liquefaction triggering to pseudo-plastic behaviour of liquefied sands	34
SPH–DEM coupling method based on GPU and its application to the landslide tsunami. Part II: reproduction of the Vajont landslide tsunami	34
Time-dependent reliability analysis of unsaturated slopes under rapid drawdown with intelligent surrogate models	34
Kitchen waste for Sporosarcina pasteurii cultivation and its application in wind erosion control of desert soil via microbially induced carbonate precipitation	33
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils	33
3D DEM method for compaction and breakage characteristics simulation of broken rock mass in goaf	33
Exploring efficiency of biochar in enhancing water retention in soils with varying grain size distributions using ANN technique	32
Machine learning-assisted distinct element model calibration: ANFIS, SVM, GPR, and MARS approaches	32
Micro-mechanical analysis of soil–structure interface behavior under constant normal stiffness condition with DEM	32
Experimental and numerical study of failure characteristics of brittle rocks with single internal 3D open-type flaw	31
A maximum entropy method using fractional moments and deep learning for geotechnical reliability analysis	31
Kinematic response of pipe piles subjected to vertically propagating seismic P-waves	31
Effectiveness of a buttress wall in reducing retaining wall movement during dewatering before bulk excavation	31
A Caputo variable-order fractional damage creep model for sandstone considering effect of relaxation time	31
Transmission effect of eroded particles in suffusion using the CFD-DEM coupling method	30
Interval prediction of landslide displacement with dual-output least squares support vector machine and particle swarm optimization algorithms	30
Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands	30
The 2015 Shenzhen catastrophic landslide in a construction waste dump: analyses of undrained strength and slope stability	29
Experimental investigation of the strain rate effect on crack initiation and crack damage thresholds of hard rock under quasi-static compression	29
Effect of pH on soil improvement using one-phase-low-pH MICP or EICP biocementation method	29
Numerical investigation on performance of braced excavation considering soil stress-induced anisotropy	29
Anisotropy in volume change behaviour of soils during shrinkage	29

Biocarbonation of reactive magnesia for soil improvement	29
3D DEM simulations of monotonic interface behaviour between cohesionless sand and rigid wall of different roughness	29
Modelling the mechanical behaviour of soils using machine learning algorithms with explicit formulations	29
Assessment of apparent earth pressure for braced excavations in anisotropic clay	28
Thermal properties of GMZ bentonite pellet mixtures subjected to different temperatures for high-level radioactive waste repository	28
Hybrid machine learning model with random field and limited CPT data to quantify horizontal scale of fluctuation of soil spatial variability	28
Two-layer material point method for modeling soil–water interaction in unsaturated soils and rainfall-induced slope failure	28
Effects of calcium sources and magnesium ions on the mechanical behavior of MICP-treated calcareous sand: experimental evidence and precipitated crystal insights	28
On the role of pre-existing discontinuities on the micromechanical behavior of confined rock samples: a numerical study	27
Large scale model testing to investigate the influence of granular cushion layer on the performance of disconnected piled raft system	27
A review of research on the shaft resistance of rock-socketed piles	27
Microscopic mechanism of particle detachment in granular materials subjected to suffusion in anisotropic stress states	27
Correlation between grain shape and critical state characteristics of uniformly graded sands: A 3D DEM study	27
A novel multi-scale large deformation approach for modelling of granular collapse	27
Comprehensive simulations of rock fracturing with pre-existing cracks by the numerical manifold method	27
A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils	27
Influence of particle size on the drained shear behavior of a dense fluvial sand	26
Quantitative bearing capacity assessment of strip footings adjacent to two-layered slopes considering spatial soil variability	26
Liquefaction triggering in silty sands: effects of non-plastic fines and mixture-packing conditions	26
Calibration of a hypoplastic model using genetic algorithms	26
Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test	26
Study of grouting effectiveness based on shear strength evaluation with experimental and numerical approaches	26
Comparative 3D DEM simulations of sand–structure interfaces with similarly shaped clumps versus spheres with contact moments	25
Characteristics of ground settlement due to combined actions of groundwater drawdown and enclosure wall movement	25
Identification of geological characteristics from construction parameters during shield tunnelling	25
A novel approach of random packing generation of complex-shaped 3D particles with controllable sizes and shapes	25
Validation of a simple hypoplastic constitutive model for overconsolidated clays	24
Impacts of saturation-dependent anisotropy on the shrinkage behavior of clay rocks	24
A generalized model for effective thermal conductivity of soils considering porosity and mineral composition	24
Improvement to the intergranular strain model for larger numbers of repetitive cycles	23
Dynamic multifield coupling model of gas drainage and a new remedy method for borehole leakage	23
Characterization of volume change and strength behavior of micro-silica and lime-stabilized Cyprus clay	23
Single-particle crushing behaviour of carbonate sands studied by X-ray microtomography and a combined finite–discrete element method	23
Centrifuge study on behavior of rigid pile composite foundation under embankment in soft soil	23
Study of hidden factors affecting the mechanical behavior of soil–rock mixtures based on abstraction idea	23
Experimental study on the velocity-dependent frictional resistance of a rough rock fracture exposed to normal load vibrations	23
Pseudo-dynamic stability of rock slope considering Hoek–Brown strength criterion	23
Transport coefficients and pressure conditions for growth of ice lens in frozen soil	23
A high-cycle accumulation model for clay and its application to monopile foundations	23
A novel vertical stress-controlled apparatus for studying suffusion along horizontal seepage through soils	23
A depth integrated, coupled, two-phase model for debris flow propagation	22
Micromechanical behaviour in shearing of reproduced flat LBS grains with strong and weak artificial bonds	22
Stress–dilatancy behavior of cemented sand: comparison between bonding provided by cement and biocement	22
Simulating landslide-induced tsunamis in the Yangtze River at the Three Gorges in China	22
Use of machine learning for classification of sand particles	22
Kaolin-nucleation-based biotreated calcareous sand through unsaturated percolation method	22
Effect of mesoscale internal structure on effective thermal conductivity of anisotropic geomaterials	22
Efficient approach in modeling the shear strength of unsaturated soil using soil water retention curve	21
Effect of waste rubber particles on the shear behaviour of bio-cemented calcareous sand	21
Cyclic and creep combination effects on the long-term undrained behavior of overconsolidated clay	21
Modified one-phase-low-pH method for bacteria or enzyme-induced carbonate precipitation for soil improvement	21
Predicting occurrence of liquefaction-induced lateral spreading using gradient boosting algorithms integrated with particle swarm optimization: PSO-XGBoost, PSO-LightGBM, and PSO-CatBoost	21
Spectral induced polarization study on enzyme induced carbonate precipitations: influences of size and content on stiffness of a fine sand	21
Breakage mechanism and pore evolution characteristics of gangue materials under compression	21
Effect of particle rolling resistance on drained and undrained behaviour of silty sand	21
Mechanical and biodeterioration behaviours of a clayey soil strengthened with combined carrageenan and casein	21
Fault propagation and surface rupture in geologic materials with a meshfree continuum method	21
Short-term rockburst prediction in underground project: insights from an explainable and interpretable ensemble learning model	21
Bayesian probabilistic characterization of consolidation behavior of clays using CPTU data	21
Pseudo-static analysis of reinforced earth retaining walls	21
Micro-mechanism and efficiency of baffle structure in deceleration of granular flows	21
Effects of particle shape on the cushioning mechanics of rock-filled gabions	21
Deep learning for efficient stochastic analysis with spatial variability	21
Visco-plastic response of deep tunnels based on a fractional damage creep constitutive model	21
Phenomenological fractional stress–dilatancy model for granular soil and soil-structure interface under monotonic and cyclic loads	21
UH model for granular soils considering low confining pressure	20
Numerical study on the tunnel stability in granular soil using DEM virtual air bag model	20
Experimental and modeling study of water-retention behavior of fine-grained soils with dual-porosity structures	20
Creep characteristics of calcareous coral sand in the South China Sea	20
Spatiotemporal deep learning approach on estimation of diaphragm wall deformation induced by excavation	20
Machine learning reveals the influences of grain morphology on grain crushing strength	20
A state-dependent hypoplastic model for methane hydrate-bearing sands	20
Strength behavior of dredged mud slurry treated jointly by cement, flocculant and vacuum preloading	20
Effect of particle characteristics on the evolution of particle size, particle morphology, and fabric of sands loaded under uniaxial compression	20
A multisurface elastoplastic model for frozen soil	20
Shaking table tests on slope reinforced by anchored piles under random earthquake ground motions	20
Investigation of the penetration characteristics of snake skin-inspired pile using DEM	20
3D modelling of strip reinforced MSE walls	19
Influence of dry density and water salinity on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite–sand mixtures	19
Proposing several hybrid SSA—machine learning techniques for estimating rock cuttability by conical pick with relieved cutting modes	19

Assessing annual probability of rainfall-induced slope failure through a mechanics-based model	19
A double-yield-surface plasticity theory for transversely isotropic rocks	19
Coupled three-dimensional discrete element–finite difference simulation of dynamic compaction	19
On the seismic stability of soil slopes containing dual weak layers: true failure load assessment by finite-element limit-analysis	19
Effect of tamping interval on consolidation of dredged slurry using vacuum preloading combined with dynamic consolidation	19
Characteristics and generation mechanisms of key infrared radiation signals during damage evolution in sandstone	19
Comparison of SPH boundary approaches in simulating frictional soil–structure interaction	19
A new phase field model for mixed-mode brittle fractures in rocks modified from triple shear energy criterion	19
Influence of plastic fines content on the liquefaction susceptibility of sands: monotonic loading	19
A study of suffusion kinetics inspired from experimental data: comparison of three different approaches	18
SPH-DEM coupling method based on GPU and its application to the landslide tsunami. Part I: method and validation	18
Single-particle crushing strength under different relative humidity conditions	18
Experimental evaluation of sandstone under cyclic coupled compression-shear loading: fatigue mechanical response and failure behavior	18
Analysis on face stability of rectangular cross-sectional shield tunneling based on an improved two-dimensional rotational mechanism	18
Large deformation dynamic analysis of progressive failure in layered clayey slopes under seismic loading using the particle finite element method	18
Microscale investigations of temperature-dependent microbially induced carbonate precipitation (MICP) in the temperature range 4–50 °C	18
Convergence-confinement analysis for tunnels with combined bolt–cable system considering the effects of intermediate principal stress	18
Salinity effect on the liquid limit of soils	18
Particle breakage of granular soils: changing critical state line and constitutive modelling	18
Laboratory investigation of pullout behavior of hollow and solid shaft helical nail in frictional soil	18
Mechanical properties of biocement formed by microbially induced carbonate precipitation	18
Microscale analysis to characterize effects of water content on the strength of cement-stabilized sand–clay mixtures	18
Crack development and damage patterns under combined dynamic-static loading of parallel double fractured rocks based on DIC technique	18
Inspection of four advanced constitutive models for fine-grained soils under monotonic and cyclic loading	18
Experimental investigation of the failure mechanism of deep granite under high seepage water pressure and strong unloading effect	18
A water retention model accounting for void ratio changes in double porosity clays	17
Field study on the behavior of pre-bored grouted planted pile with enlarged grout base	17
Experimental study of particle migration under cyclic loading: effects of load frequency and load magnitude	17
Influence of geosynthetic reinforcement on the progressive failure of rigid columns under an embankment load	17
Horizontal transient response of a pile group partially embedded in multilayered transversely isotropic soils	17
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	17
Coupled transient saturated–unsaturated seepage and limit equilibrium analysis for slopes: influence of rapid water level changes	17
A state-dependent hyperelastic-plastic constitutive model considering shear-induced particle breakage in granular soils	17
An experimental study of the active failure mechanism of narrow backfills installed behind rigid retaining walls conducted using Geo-PIV	17
Microscopic characteristics of partially saturated dense sand and their link to macroscopic responses under triaxial compression conditions	17
Determination of unsaturated hydraulic conductivity of sandy soils: a new pore network approach	17
Instability and liquefaction flow slide of granular soils: the role of initial shear stress	17
Fracture evolution of transversely isotropic rocks with a pre-existing flaw under compression tests based on moment tensor analysis	17
An extended TODIM-based model for evaluating risks of excavation system	17
The coefficient of earth pressure at rest in hydrate-bearing sediments	17
Effect of anchor plate on the mechanical behavior of prestressed rock bolt used in squeezing large deformation tunnel	17
On the role of joint roughness on the micromechanics of rock fracturing process: a numerical study	17
Applications of micropolar SPH in geomechanics	17
New interpretable shear strength criterion for rock joints	17
Novel findings on the dilatancy and non-coaxiality of sand under generalised loading	16
Numerical analysis of subsurface deformation induced by groundwater level changes in the Bangkok aquifer system	16
Long-term groundwater level changes and land subsidence in Tianjin, China	16
Novel integrated approaches for predicting the compressibility of clay using cascade forward neural networks optimized by swarm- and evolution-based algorithms	16
Scale model test study on negative skin friction of piles considering the collapsibility of loess	16
Microscopic origin of shape-dependent shear strength of granular materials: a granular dynamics perspective	16
A soft computing approach to tunnel face stability in a probabilistic framework	16
Field and numerical study of the lateral response of rigid piles in sand	16
Interpretation of cone penetration test in clay with smoothed particle finite element method	16
Mechanical characteristics and particle breakage of coral sand under one-dimensional repeated loading	16
A discrete element method (DEM)-based approach to simulating particle breakage	16
Denitrification-based MICP for cementation of soil: treatment process and mechanical performance	16
Hydro-mechanical coupled analysis of near-wellbore fines migration from unconsolidated reservoirs	15
Nonlocal regularization of an anisotropic critical state model for sand	15
Investigating the hydromechanical behaviour of bentonite pellets by swelling pressure tests and discrete element modelling	15
A coupled hydro-mechanical model for subsurface erosion with analyses of soil piping and void formation	15
Prediction of CBR and resilient modulus of crushed waste rocks using machine learning models	15
Effect of stress path on the shear response of bio-cemented sands	15
Evolution of granular media under constant-volume multidirectional cyclic shearing	15
Experimental investigation of the mechanical properties of hydrophobic polymer-modified soil subjected to freeze–thaw cycles	15
A stabilized two-phase PD-FEM coupling approach for modeling partially saturated porous media	15
Nonconforming Dirichlet boundary conditions in implicit material point method by means of penalty augmentation	15
Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand	15
Influence of grain size gradation of sand impurities on strength behaviour of cement-treated clay	15
Changes in microstructure and water retention property of a lime-treated saline soil during curing	15
Numerical investigation of pile-head load effects on the negative skin friction development of a single pile in consolidating ground	15
Triaxial strength behavior of carbide sludge (CS)–ground-granulated blastfurnace slag (GGBS)-treated clay slurry	15
Study on the response of postside-grouted piles subjected to lateral loading in calcareous sand	15
Directionally dependent strength and dilatancy behavior of soil–structure interfaces	15
Mechanical characteristics of overconsolidated hydrate-bearing clayey–silty sediments with various confining pressures	15
Impacts of the plane strain ratio on excavations in soft alluvium deposits	15
Unified constitutive model for granular–fluid mixture in quasi-static and dense flow regimes	15
Toward state-of-the-art techniques in predicting and controlling slope stability in open-pit mines based on limit equilibrium analysis, radial basis function neural network, and brainstorm optimizatio	15
The influence of carbonate textures and rock composition on durability cycles and geomechanical aspects of carbonate rocks	15
Improvement in silty sand with enzyme-induced carbonate precipitation: laboratory model experiment	15
Damage analysis of shear mechanical behavior of pile–structural soil interface considering shear rate effect	15
Quantitative risk assessment of landslides with direct simulation of pre-failure to post-failure behaviors	15
Strength estimation and stress–dilatancy characteristics of natural gas hydrate-bearing sediments under high effective confining pressure	14
An experimental study on the time-dependent behavior of crushable granular materials using 3D-printed particles	14
Effects of molding water content and compaction degree on the microstructure and permeability of compacted loess	14
Load transfer and performance evaluation of piled beam-supported embankments	14
Exploring the application of the MICP technique for the suppression of erosion in granite residual soil in Shantou using a rainfall erosion simulator	14
Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration	14
Performance-based design optimization of embankments resting on soft soil improved with T-shaped and conventional DCM columns	14
Insights into the water retention behaviour of GMZ bentonite pellet mixture	14
Two-stage column–hemispherical penetration diffusion model considering porosity tortuosity and time-dependent viscosity behavior	14
Experimental study on the influence of hydro-chemical erosion on morphology parameters and shear properties of limestone fractures	14
The relationship between the shear strength and water retention curve of unsaturated sand at different hydraulic phases	14
The impact of stress disturbance on undrained cyclic behaviour of a kaolin clay and settlement of tunnels under cyclic loading	14
Modelling undrained behaviour of sand with fines and fabric anisotropy	14
Assessment of urease enzyme extraction for superior and economic bio-cementation of granular materials using enzyme-induced carbonate precipitation	14