Acta Geotechnica

Article	Citations
Back-analysis of one-dimensional consolidation settlement	145
Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging	133
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata	130
Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer	104
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	95
A weight combination anisotropic strength criterion considering the effect of joint orientation	95
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	90
Centrifuge model test on the behavior of geosynthetic-reinforced pile foundations under simulated train loads	90
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	88
Experimental study of horizontal displacement monitoring based on a distributed piezoelectric inclinometer tube	85
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	83
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	73
On the particle morphology characterization of granular geomaterials	72
Analysis of a deep excavation project on gravelly cobble formation in Taichung based on feedback of reliable field data	71
Strengthening mechanism of plum blossom pile composite foundation	64
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	63
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	59
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	58
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications	57
Identification of the optimal ground motion intensity measure and input parameters for assessing liquefaction-induced lateral spreading based on the generalized additive method	57
Thermally induced volume change behavior of sand–clay mixtures	56
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment	56
Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	55
Laboratory investigation and constitutive modeling of the mechanical behavior of sand–GRP interfaces	54
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	54

Lessons in geomechanics of deep foundations from nature	49
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	49
A novel temperature-controlled apparatus for testing unsaturated/saturated soil–structure interfaces	48
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	48
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	48
How particle breakage affects the critical state line of silty-sand iron ore tailings	48
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	47
Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures	47
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	43
Deep learning-based calibration of resistance factors for pile groups with load tests	43
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	41
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	41
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	40
Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane	40
Optimal IM selection using fuzzy multiple criteria decision-making method for submarine shield tunnel in layered liquefiable seabed	39
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles	39
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	39
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	39
Behavior of piled rafts in sand under nonuniform and eccentric loads	39
A dual-mechanism tensile failure criterion for transversely isotropic rocks	38
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	37
Characterizing uncertainty in geotechnical design of energy piles based on Bayesian theorem	37
Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus	37
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	37
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	36
Small strain stiffness of graded sands with light biocementation	36
Load transfer and performance evaluation of piled beam-supported embankments	36
The study of foaming agent concentration choice in EPB shield soil conditioning	35
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	35
Enhancing strength and environmental benefits of sustainable soil stabilization using phosphogypsum-activated GGBS and magnesium oxide	35
Three-dimensional dynamic analysis of seismic-induced rockslides and river blockage	35
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	35
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	34
Uniaxial compression characteristics of frozen soil–rock mixture	34
Reply to the discussion by Dimitrios Kolymbas of the article entitled “Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands”	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
Mitigation measures to control erosion in river banks using biochar-assisted biocementation method	33
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X	33
Evaluating drained shear strength of sands by shear wave velocity from a critical state perspective	33
Does fabric evolution in granular materials depend on particle shape? An experimental study using X-ray tomography	33
Visualized liquefaction behavior of sandy soil deposited in water under undrained cyclic shearing	33
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	33
Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China	33
Numerical simulation of segment floating in shield tunnel construction using coupled IBM–FVM	33
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity	32
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	32
Effects of installation advancement rate on helical pile helix behavior in very dense sand	32
The geomechanical responses of hydrate-bearing sandy and clayey–silty sediments during hydrate dissociation by depressurization: mechanical parameters evolution and prediction	32
Temperature- and stress-dependent electrical responses of frozen soils	32
Field tests on installation effects of cast-in-situ pile and pre-bored grouted PHC pile	32

Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	31
Assessment of internal stability of sand–fine mixture using particle detachment model and its implications on suffusion	31
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	31
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	31
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	31
A novel method to improve the soil erosion resistance with fungi	31
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils	31
Reply to Discussion on “Analysis of anchor uplift capacity in spatially varying soil using MARS model” by Mukherjee et al., Acta Geotechnica (2024). https://doi.org/10.1007/s11440-023-02212-9	31
Micro-mechanical analysis of cohesionless-frictional particulate materials considering principal stress rotation induced by moving surface loads	31
Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand	31
An efficient method for evaluating the ground surface settlement of Hangzhou metro deep basement considering the excavation process	30
Lateral dynamics of non-circular piles in layered viscoelastic soils: a semi-analytical approach	30
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	30
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	30
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	30
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	30
The critical state of crushable granular sand	30
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	30
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	30
Infiltration characteristics of bentonite-based stabilizing fluid into pore spaces of sand investigated by X-ray micro-CT analysis	30
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	30
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	30
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	30
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	29
A coupled hydro-mechanical peridynamic model for unsaturated seepage and crack propagation in unsaturated expansive soils due to moisture change	29
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	29
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	29
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	29
Micro-feature-motivated numerical analysis of the coupled bio-chemo-hydro-mechanical behaviour in MICP	29
Behavior of model pile in unsaturated soil subjected to cyclic loading	29
Confirmation and utilization of water vapor circulation in soil under temperature gradients	29
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	28
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	28
Hydraulic conductivity and microscopic properties of sodium hexametaphosphate-amended sand-sodium-activated calcium bentonite backfill in vertical cutoff walls exposed to lead-contaminated groundwater	28
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	28
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	28
Determination of shape parameters of sands: a deep learning approach	28
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	28
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	28
The high-cyclic model for sand tested beyond the usual ranges of application	27
Load transfer of the disconnected pile	27
Effect of strength anisotropy on strain localization in natural clay	27
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash	27
In-depth understanding of porosity evolution in compacted Gaomiaozi bentonite under high-alkaline cement water conditions: from micro- and macro-perspectives	27
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	27
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	27
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	27
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting	27
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	27
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	27
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils	27
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	26
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	26
Cementation and pore-filling mechanisms in cement treated low-plastic clays	26
Small DEM sample size can lead to qualitatively erroneous results	26
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	26
Experimental study on thermal contact resistance between GMZ bentonite block and pellets	26
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills	26
Resistive force modeling for shallow cone penetration into dry and wet granular layers	26
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	26
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	25
Elastic shear stiffness anisotropy and fabric anisotropy of natural clays	25
Multi-scale characterization of the hydromechanical behavior of a heterogeneous porous sandstone using neutron and X-ray tomographies	25
Role of iron oxide content on mechanical properties of granite residual soil in full suction range	25
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	25
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	25
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	25
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	25
Calculation of seismic bearing capacity of shallow strip foundations using the cell-based smoothed finite element method	25
Quantification of chloride saline soil freezing–thawing temperature threshold based on thermodynamic theory	25
A machine learning-based hybrid GWO-SVR model for assessing slope stability under heavy rainfall	25
Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion	24
The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay	24
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data	24
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	24
Studying the effect of partial drainage on the response of soft clays reinforced with sand column groups	24
Formation and evolution of particle migration zones for different drilling fluid compositions in porous media	24
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	24
Combined study of creep and ageing under deviatoric loading in granular materials	24
Numerical model for solid-like and fluid-like behavior of granular flows	24

Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	24
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method	23
Seismic site characterization of shallow bedrock sites in peninsular India using multiple geophysical methods	23
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder	23
A non-associated fractional-order plasticity model of rockfill material without using yield function	23
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly	23
Validation of a contour diagram-based model for monopile cyclic design in sand and clay	23
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil	23
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	22
Experimental study on axial response and side resistance mobilization mechanism of large diameter distributed post-grouted drilled shafts in cohesive soil	22
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	22
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone	22
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling	22
Semi-analytical solutions for soil consolidation induced by drying	22
PINN-based approach to the nonlinear large-strain consolidation under time-dependent drainage boundary	22
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy	22
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions	22
Forecasting of pile plugging using machine learning	22
Undrained cyclic behavior of nanoscale transparent clay under unloading conditions: experiments and simulations	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
Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept	22
Shear behavior of calcareous sands in three-dimensional stress	22
Acceleration stage detection and dynamic model selection for real-time landslide time-of-failure predictions	22
Internal erosion of a gap-graded soil and influences on the critical state	21
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels	21
A graphical solution for undrained cylindrical cavity expansion in strain-hardening frictional soil	21
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks	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
A hypoplastic model for hydrate dissociation considering grain breakage	21
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling	21
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method	21
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?	21
Load-bearing performance of caisson-bored pile composite anchorage foundation for long-span suspension bridge: 1-g model tests	21
SPH–DEM modeling overtopping failure of earthfill dams	21
Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading	21
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions	21
Load transfer behavior and interference effect of load distributive compression anchor in residual soil	21
Microbial interactions during carbonate biomineralization via urea hydrolysis metabolic pathway	21
Thermal effect on rock strength: strengthening-weakening transition explored by grain-based model	21
Single-layer soil-water coupled SPH method and its application to sinkhole simulation	21
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure	21
Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays	21
2D full-field deformation measurement at grain level using optical flow with deep networks	21
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	21
Investigation of the O-cell test conversion coefficient in extremely soft rock conditions based on energy conversion	20
Performance of imperfect trench installation box culvert on soft ground	20
Study on the durability and long-term behavior of cement-stabilized soil in post-grouted piles embedded in sand	20
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis	20
Field experimental study on cyclic uplift behavior of anchored pier foundations	20
Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests	20
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability	20
Effects of scour on the lateral response of piles in sand: centrifuge tests and numerical investigation	20
Experimental investigation of mechanical and microstructural properties of re-cemented clay	20
Experimental study on the road energy harvesting of piezoelectric ceramic in unbound granular materials based on a large-scale triaxial apparatus	20
Compression and critical-state behaviors of calcareous sand–diatom mixtures	20
Towards universality of extended seismic laws with largest labquakes	19
A finite strain thermal elastic visco-plastic consolidation model enhanced by particle swarm optimization of model parameters	19
Closed-form seismic earth pressure solutions via adaptive limit analysis and hybrid learning models	19
New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests	19
Effect of styrene–acrylic emulsion on the mechanical performance of cement-stabilized soils as road materials	19
Performance of debris flow barriers: an energy perspective	19
A fractal order creep-damage constitutive model of silty clay	19
Single MICP treatment method for soil improvement using pH adjustment and milk	19
Cosserat model incorporating anisotropy evolution and its application in numerical analysis of strain localization in clay	19
Coupled model and experiment for horizontal electro-osmosis consolidation and contaminant transport considering nonlinear soil characteristics	19
Analysis of working face stability during obstruction removal from a box tunnel machine	19
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows	19
Mechanical and microseismic characteristics of sandstones subject to moderate low-frequency differential cyclic loading (DCL) followed by monotonic loading up to failure	19
Analyzing the shear strength of jointed magmatic rock mass excavatability using the hybridization of metaheuristic model of ELM-SVM	19
Nonlinear consolidation analysis of multilayered soil with coupled vertical-radial drainage using the spectral method	18
Transmission effect of eroded particles in suffusion using the CFD-DEM coupling method	18
Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy	18
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins	18
Multiscale experimental analysis of marine clay stabilized with coal gangue–calcium carbide residue geopolymer	18
Estimation of compression behavior of granular soils considering initial density effect based on equivalent concept	18
Performance and prediction of long-term settlement in road embankments constructed with recycled construction and demolition waste	18
Strengthening mechanisms in cement-stabilized kaolinite revealed by cross-scale nanoindentation	18
Influence of fracture morphology variation on elastoplastic deformation of unmated rock fractures subject to normal loadings	18
A physics-inspired machine learning approach for water-tightness estimation of defective cut-off walls with random construction errors	18
Improved mechanical response of Nano-SiO2 powder cemented soil under the coupling effect of dry and wet cycles and seawater corrosion	18
Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials	18
Effects of chlorine salt crystallization on long-term characteristics of road base aggregates	18
Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study	18
Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm	18
Pore fractal and damage characteristics of granite following high-temperature heating and water cooling	18
Suction effects during uplift of steel pipes buried in compacted soil	18
Evaluation of desiccation cracking characteristics of inorganic micro-fiber-reinforced engineered barrier material (IMEBM) for geological repository	18
Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit	18
Single-particle crushing behaviour of carbonate sands studied by X-ray microtomography and a combined finite–discrete element method	17
Particle-morphology-based characterization of the breakage behavior of particle assemblies under one-dimensional compression	17
Study on the influence of magnesium/calcium ratios on bio-cemented sandy soils	17
Framework for incorporating multi-level morphology of particles in DEM simulations: independent control of polydisperse distributions of roundness and roughness while preserving form distributions in	17
Mechanical behaviour and grain breakage characteristics of Tibetan glacial tills under triaxial compression	17
Laboratory-scale thermo-activated piles under long continuous operation and different mobilised shaft resistance	17
Experimental study on static and dynamic characteristics of geopolymer-stabilized coarse-grained soils	17