Acta Geotechnica

Article	Citations
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	113
An approach for modelling spatial variability in permeability of cement-admixed soil	106
On the role of joint roughness on the micromechanics of rock fracturing process: a numerical study	91
Lessons in geomechanics of deep foundations from nature	85
Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures	83
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications	75
Influence of deep excavation on adjacent bridge piles considering underlying karst cavern: a case history and numerical investigation	72
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	71
Generalised ultimate loads for pile groups	71
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	69
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	66
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	63
Interpretation of grouting characteristics in unsaturated sand from the perspective of water–air interface	62
Centrifuge model test on the behavior of geosynthetic-reinforced pile foundations under simulated train loads	62
Study of grouting effectiveness based on shear strength evaluation with experimental and numerical approaches	57
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	57
Thermally induced volume change behavior of sand–clay mixtures	56
Back-analysis of one-dimensional consolidation settlement	54
Identification of the optimal ground motion intensity measure and input parameters for assessing liquefaction-induced lateral spreading based on the generalized additive method	53
A weight combination anisotropic strength criterion considering the effect of joint orientation	53
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	52
Laboratory investigation and constitutive modeling of the mechanical behavior of sand–GRP interfaces	51
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	49
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	48
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	48

Strengthening mechanism of plum blossom pile composite foundation	48
Comparative 3D DEM simulations of sand–structure interfaces with similarly shaped clumps versus spheres with contact moments	48
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	47
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	47
Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	47
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	44
Reply to the discussion by Dimitrios Kolymbas of the article entitled “Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands”	44
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	44
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	44
On the particle morphology characterization of granular geomaterials	44
Extended model of shear modulus reduction for cohesive soils	43
Temperature- and stress-dependent electrical responses of frozen soils	43
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	43
An effective stress-based DSC model for predicting the coefficient of lateral soil pressure in unsaturated soils	42
Field monitoring and assessment of the impact of a large eucalypt on soil desiccation	42
Assessment of internal stability of sand–fine mixture using particle detachment model and its implications on suffusion	40
Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand	40
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	40
Load transfer and performance evaluation of piled beam-supported embankments	40
A novel method to improve the soil erosion resistance with fungi	40
Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	40
Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China	39
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	39
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	39
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	39
Effects of installation advancement rate on helical pile helix behavior in very dense sand	38
Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus	38
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	37
Small strain stiffness of graded sands with light biocementation	37
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	36
Visualized liquefaction behavior of sandy soil deposited in water under undrained cyclic shearing	36
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	35
Validation of LBM simulation of saturated seepage flow through 3D-printed homogeneous porous medium for fluid-particle coupled analysis	35
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	35
Multi-functional direct shear apparatus for geosynthetic interfaces with its application on various GMB/GCL interfaces	35
Discussion to the article Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands, by J. Duque $$\cdot$$ M. Yang $$\cdot$$ W. Fuentes $$\cdot$$ D. Maš’i	35
A glimpse into rapid freezing processes in clay with x-ray tomography	35
Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane	35
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	34
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	34
Behavior of piled rafts in sand under nonuniform and eccentric loads	34
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X	34
Comment on “Experimental study on the thixotropic mechanism of deep-sea clay from the perspective of microstructure and bound water” by Ren et al. (2023), Acta Geotechnica, https://doi.org/10.1007/s11	34
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	33
The study of foaming agent concentration choice in EPB shield soil conditioning	33
A dual-mechanism tensile failure criterion for transversely isotropic rocks	33
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity	33
Confirmation and utilization of water vapor circulation in soil under temperature gradients	32
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	32
Characterizing uncertainty in geotechnical design of energy piles based on Bayesian theorem	32

Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	32
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles	32
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils	32
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China	32
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting	31
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	31
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	31
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	31
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	31
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	30
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	30
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	30
Real-time prediction of shield moving trajectory during tunnelling using GRU deep neural network	30
Hydraulic conductivity and microscopic properties of sodium hexametaphosphate-amended sand-sodium-activated calcium bentonite backfill in vertical cutoff walls exposed to lead-contaminated groundwater	29
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	29
Influence of dry density and water salinity on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite–sand mixtures	29
Modelling undrained behaviour of sand with fines and fabric anisotropy	28
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	28
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	28
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	28
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash	28
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	28
Field testing of single instrumented steel driven batter piles under vertical vibrations	27
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	27
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	27
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	27
The critical state of crushable granular sand	27
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	27
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	27
Shear strength and shear bands of anisotropic sand	27
Serviceability analysis of piled foundations supporting tall structures	27
Predicting the chemical and mechanical properties of gypseous soils using different simulation technics	26
Behavior of model pile in unsaturated soil subjected to cyclic loading	26
Determination of shape parameters of sands: a deep learning approach	26
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	26
Nonlocal regularization of an anisotropic critical state model for sand	26
Micro-feature-motivated numerical analysis of the coupled bio-chemo-hydro-mechanical behaviour in MICP	26
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	26
An efficient method for evaluating the ground surface settlement of Hangzhou metro deep basement considering the excavation process	26
A coupled hydro-mechanical peridynamic model for unsaturated seepage and crack propagation in unsaturated expansive soils due to moisture change	26
Bayesian probabilistic characterization of consolidation behavior of clays using CPTU data	25
Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths	25
The high-cyclic model for sand tested beyond the usual ranges of application	25
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	25
Calculation of seismic bearing capacity of shallow strip foundations using the cell-based smoothed finite element method	25
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills	25
Load transfer of the disconnected pile	25
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	25
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	25
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	25
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	25
Quantification of chloride saline soil freezing–thawing temperature threshold based on thermodynamic theory	24
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	24
Role of iron oxide content on mechanical properties of granite residual soil in full suction range	24
Study on the response of postside-grouted piles subjected to lateral loading in calcareous sand	24
Resistive force modeling for shallow cone penetration into dry and wet granular layers	24
Small DEM sample size can lead to qualitatively erroneous results	24
Effect of strength anisotropy on strain localization in natural clay	24
Lateral bearing performance and mechanism of piles in the transition zone due to pit-in-pit excavation	24
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	24
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	24
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	24
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	23
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	23
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	23
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	23
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	23
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	23
Effects of groundwater level on the seismic responses of coral sand ground and superstructure by shaking table tests	23
Validation of a contour diagram-based model for monopile cyclic design in sand and clay	23
A 2D FDEM-based moisture diffusion–fracture coupling model for simulating soil desiccation cracking	23
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	23
Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion	23
Elastic shear stiffness anisotropy and fabric anisotropy of natural clays	23
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	23
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method	22
A basic constitutive model for sands	22
The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay	22
2D full-field deformation measurement at grain level using optical flow with deep networks	22
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method	22

Load transfer behavior and interference effect of load distributive compression anchor in residual soil	22
Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept	22
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder	22
A table method for coded target decoding with application to 3-D reconstruction of soil specimens during triaxial testing	22
Seismic site characterization of shallow bedrock sites in peninsular India using multiple geophysical methods	22
Studying the effect of partial drainage on the response of soft clays reinforced with sand column groups	22
Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading	22
Shielding effects of deep cement mixing column rows on an anchored sheet pile quay in soft clay: three-dimensional centrifuge and numerical modeling	22
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?	22
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	21
Load-bearing performance of caisson-bored pile composite anchorage foundation for long-span suspension bridge: 1-g model tests	21
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil	21
A non-associated fractional-order plasticity model of rockfill material without using yield function	21
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone	21
Semi-analytical solutions for soil consolidation induced by drying	21
Combined study of creep and ageing under deviatoric loading in granular materials	21
Modelling the mechanical behaviour of soils using machine learning algorithms with explicit formulations	21
Formation and evolution of particle migration zones for different drilling fluid compositions in porous media	21
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	21
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data	21
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions	21
Internal erosion of a gap-graded soil and influences on the critical state	21
Microbial interactions during carbonate biomineralization via urea hydrolysis metabolic pathway	21
Effect of inherent microcrack populations on rock tensile fracture behaviour: numerical study based on embedded discontinuity finite elements	21
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy	20
Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays	20
Time-dependent reliability analysis of unsaturated slopes under rapid drawdown with intelligent surrogate models	20
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels	20
Improvement in silty sand with enzyme-induced carbonate precipitation: laboratory model experiment	20
Predicting occurrence of liquefaction-induced lateral spreading using gradient boosting algorithms integrated with particle swarm optimization: PSO-XGBoost, PSO-LightGBM, and PSO-CatBoost	20
Thermal effect on rock strength: strengthening-weakening transition explored by grain-based model	20
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling	20
Forecasting of pile plugging using machine learning	20
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly	20
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks	20
A continuum-based model on axial pile-head dynamic impedance in inhomogeneous soil	20
Load transfer mechanism for connected and disconnected piled raft: a comparative study	20
SPH–DEM modeling overtopping failure of earthfill dams	20
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions	20
Numerical model for solid-like and fluid-like behavior of granular flows	20
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	20
Shear behavior of calcareous sands in three-dimensional stress	20
Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials	19
Towards universality of extended seismic laws with largest labquakes	19
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure	19
Analysis of working face stability during obstruction removal from a box tunnel machine	19
Suction effects during uplift of steel pipes buried in compacted soil	19
Compression and critical-state behaviors of calcareous sand–diatom mixtures	19
Cosserat model incorporating anisotropy evolution and its application in numerical analysis of strain localization in clay	19
New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests	19
Nonlinear consolidation analysis of multilayered soil with coupled vertical-radial drainage using the spectral method	19
Influence of plastic fines content on the liquefaction susceptibility of sands: monotonic loading	18
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows	18
A graphical solution for undrained cylindrical cavity expansion in strain-hardening frictional soil	18
Field experimental study on cyclic uplift behavior of anchored pier foundations	18
Influence of fracture morphology variation on elastoplastic deformation of unmated rock fractures subject to normal loadings	18
Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study	18
Performance of debris flow barriers: an energy perspective	18
Single-layer soil-water coupled SPH method and its application to sinkhole simulation	18
A physics-inspired machine learning approach for water-tightness estimation of defective cut-off walls with random construction errors	18
Analyzing the shear strength of jointed magmatic rock mass excavatability using the hybridization of metaheuristic model of ELM-SVM	18
Experimental study on the road energy harvesting of piezoelectric ceramic in unbound granular materials based on a large-scale triaxial apparatus	18
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability	18
Secondary compression behavior of over-consolidated soft clay after surcharge preloading	18
Instability and liquefaction flow slide of granular soils: the role of initial shear stress	18
A fractal order creep-damage constitutive model of silty clay	17
Effects of scour on the lateral response of piles in sand: centrifuge tests and numerical investigation	17
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins	17
Improved mechanical response of Nano-SiO2 powder cemented soil under the coupling effect of dry and wet cycles and seawater corrosion	17
Strengthening mechanisms in cement-stabilized kaolinite revealed by cross-scale nanoindentation	17
Transmission effect of eroded particles in suffusion using the CFD-DEM coupling method	17
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis	17
Effects of chlorine salt crystallization on long-term characteristics of road base aggregates	17
Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm	17
Applications of micropolar SPH in geomechanics	17
A new phase field model for mixed-mode brittle fractures in rocks modified from triple shear energy criterion	17
Water retention and compression behavior of MX80 bentonite pellet	17
Mechanical and microseismic characteristics of sandstones subject to moderate low-frequency differential cyclic loading (DCL) followed by monotonic loading up to failure	17
Multiscale experimental analysis of marine clay stabilized with coal gangue–calcium carbide residue geopolymer	17
Estimation of compression behavior of granular soils considering initial density effect based on equivalent concept	17
Performance and prediction of long-term settlement in road embankments constructed with recycled construction and demolition waste	17
Predicting permeability of tight carbonates using a hybrid machine learning approach of modified equilibrium optimizer and extreme learning machine	17
Practical estimation of the thermal conductivity of granular soils considering grading and relative density using three physical parameters	16
The impact of large microplastics on the physical behavior of soils: implications to marine sediments	16
Effects of sediment densification and strengthening on scour around monopiles using mangrove-inspired skirt piles	16
Inherent and stress-induced stiffness anisotropy of natural granite residual soil	16
A general simple method for calculating consolidation settlements of layered clayey soils with vertical drains under staged loadings	16
Seawater effects on ground granulated blast furnace slag (GGBS)-stabilized marine deposits in land reclamation	16
Analysis on face stability of rectangular cross-sectional shield tunneling based on an improved two-dimensional rotational mechanism	16
Mechanical behaviour and grain breakage characteristics of Tibetan glacial tills under triaxial compression	16
Formulation and implementation of an isotropic plasticity model enriched with shift stress and fractional flow rule	16
A DEM-based Euler–Lagrange model for motion of particle–fluid two-phase mixtures	16
Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit	16
Experimental investigation into the effects of tamper weight and drop distance on dynamic soil compaction	16
Progression of backward erosion piping with sudden and gradual hydraulic loads	16