Acta Geotechnica

Article	Citations
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	134
Generalised ultimate loads for pile groups	126
Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer	123
Lessons in geomechanics of deep foundations from nature	95
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	92
A weight combination anisotropic strength criterion considering the effect of joint orientation	89
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	82
Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	81
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	79
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	76
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	67
Deep learning-based calibration of resistance factors for pile groups with load tests	67
Centrifuge model test on the behavior of geosynthetic-reinforced pile foundations under simulated train loads	64
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	62
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	55
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	55
Laboratory investigation and constitutive modeling of the mechanical behavior of sand–GRP interfaces	55
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	54
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	54
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	54
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	53
Strengthening mechanism of plum blossom pile composite foundation	52
Thermally induced volume change behavior of sand–clay mixtures	51
Back-analysis of one-dimensional consolidation settlement	51

Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging	48
Identification of the optimal ground motion intensity measure and input parameters for assessing liquefaction-induced lateral spreading based on the generalized additive method	47
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	46
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment	46
On the particle morphology characterization of granular geomaterials	45
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	45
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata	44
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	44
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	43
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	43
Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane	42
Temperature- and stress-dependent electrical responses of frozen soils	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
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	39
Behavior of piled rafts in sand under nonuniform and eccentric loads	39
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	39
Evaluating drained shear strength of sands by shear wave velocity from a critical state perspective	39
The study of foaming agent concentration choice in EPB shield soil conditioning	39
Characterizing uncertainty in geotechnical design of energy piles based on Bayesian theorem	38
Extended model of shear modulus reduction for cohesive soils	38
Uniaxial compression characteristics of frozen soil–rock mixture	38
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	38
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	37
Reply to the discussion by Dimitrios Kolymbas of the article entitled “Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands”	36
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	35
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	35
Visualized liquefaction behavior of sandy soil deposited in water under undrained cyclic shearing	35
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X	34
Numerical simulation of segment floating in shield tunnel construction using coupled IBM–FVM	34
Mitigation measures to control erosion in river banks using biochar-assisted biocementation method	34
Optimal IM selection using fuzzy multiple criteria decision-making method for submarine shield tunnel in layered liquefiable seabed	34
Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China	34
Does fabric evolution in granular materials depend on particle shape? An experimental study using X-ray tomography	33
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	33
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	33
Assessment of internal stability of sand–fine mixture using particle detachment model and its implications on suffusion	32
Three-dimensional dynamic analysis of seismic-induced rockslides and river blockage	32
A dual-mechanism tensile failure criterion for transversely isotropic rocks	32
A novel method to improve the soil erosion resistance with fungi	32
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	32
Field tests on installation effects of cast-in-situ pile and pre-bored grouted PHC pile	32
Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand	31
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity	31
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	31
Effects of installation advancement rate on helical pile helix behavior in very dense sand	31
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	31
The geomechanical responses of hydrate-bearing sandy and clayey–silty sediments during hydrate dissociation by depressurization: mechanical parameters evolution and prediction	30
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils	30
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	30
Load transfer and performance evaluation of piled beam-supported embankments	30

Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	30
Enhancing strength and environmental benefits of sustainable soil stabilization using phosphogypsum-activated GGBS and magnesium oxide	30
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	29
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	29
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	29
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	29
Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus	29
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	29
Small strain stiffness of graded sands with light biocementation	29
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	28
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	28
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	28
Lateral dynamics of non-circular piles in layered viscoelastic soils: a semi-analytical approach	28
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	28
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	27
Behavior of model pile in unsaturated soil subjected to cyclic loading	27
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	27
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	27
Micro-feature-motivated numerical analysis of the coupled bio-chemo-hydro-mechanical behaviour in MICP	27
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	27
Field testing of single instrumented steel driven batter piles under vertical vibrations	27
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	27
Confirmation and utilization of water vapor circulation in soil under temperature gradients	27
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash	27
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	27
An efficient method for evaluating the ground surface settlement of Hangzhou metro deep basement considering the excavation process	27
Infiltration characteristics of bentonite-based stabilizing fluid into pore spaces of sand investigated by X-ray micro-CT analysis	27
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	27
The critical state of crushable granular sand	26
A coupled hydro-mechanical peridynamic model for unsaturated seepage and crack propagation in unsaturated expansive soils due to moisture change	26
Modelling undrained behaviour of sand with fines and fabric anisotropy	26
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	26
The high-cyclic model for sand tested beyond the usual ranges of application	26
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	26
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils	26
Determination of shape parameters of sands: a deep learning approach	26
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	26
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting	26
Hydraulic conductivity and microscopic properties of sodium hexametaphosphate-amended sand-sodium-activated calcium bentonite backfill in vertical cutoff walls exposed to lead-contaminated groundwater	26
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	26
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	26
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	26
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	25
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	25
Role of iron oxide content on mechanical properties of granite residual soil in full suction range	25
Small DEM sample size can lead to qualitatively erroneous results	25
Experimental study on thermal contact resistance between GMZ bentonite block and pellets	25
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	25
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	25
Quantification of chloride saline soil freezing–thawing temperature threshold based on thermodynamic theory	25
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	25
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	25
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	25
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	25
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	24
In-depth understanding of porosity evolution in compacted Gaomiaozi bentonite under high-alkaline cement water conditions: from micro- and macro-perspectives	24
Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion	24
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	24
Load transfer of the disconnected pile	24
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	24
Effects of groundwater level on the seismic responses of coral sand ground and superstructure by shaking table tests	24
Calculation of seismic bearing capacity of shallow strip foundations using the cell-based smoothed finite element method	24
Study on the response of postside-grouted piles subjected to lateral loading in calcareous sand	24
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	24
Effect of strength anisotropy on strain localization in natural clay	24
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills	24
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	24
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	24
Elastic shear stiffness anisotropy and fabric anisotropy of natural clays	24
Cementation and pore-filling mechanisms in cement treated low-plastic clays	23
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	23
Studying the effect of partial drainage on the response of soft clays reinforced with sand column groups	23
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data	23
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	23
Load transfer behavior and interference effect of load distributive compression anchor in residual soil	23
A hypoplastic model for hydrate dissociation considering grain breakage	23
Microbial interactions during carbonate biomineralization via urea hydrolysis metabolic pathway	23
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	23
Multi-scale characterization of the hydromechanical behavior of a heterogeneous porous sandstone using neutron and X-ray tomographies	23
Resistive force modeling for shallow cone penetration into dry and wet granular layers	23

Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method	23
Numerical model for solid-like and fluid-like behavior of granular flows	22
A non-associated fractional-order plasticity model of rockfill material without using yield function	22
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions	22
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly	22
Internal erosion of a gap-graded soil and influences on the critical state	22
Shear behavior of calcareous sands in three-dimensional stress	22
The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay	22
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil	22
Validation of a contour diagram-based model for monopile cyclic design in sand and clay	22
Forecasting of pile plugging using machine learning	22
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling	22
Seismic site characterization of shallow bedrock sites in peninsular India using multiple geophysical methods	22
Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays	22
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks	21
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy	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
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder	21
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method	21
Semi-analytical solutions for soil consolidation induced by drying	21
Formation and evolution of particle migration zones for different drilling fluid compositions in porous media	21
Load transfer mechanism for connected and disconnected piled raft: a comparative study	21
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling	21
Thermal effect on rock strength: strengthening-weakening transition explored by grain-based model	21
Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading	21
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	21
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?	21
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	20
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions	20
Load-bearing performance of caisson-bored pile composite anchorage foundation for long-span suspension bridge: 1-g model tests	20
2D full-field deformation measurement at grain level using optical flow with deep networks	20
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone	20
Shielding effects of deep cement mixing column rows on an anchored sheet pile quay in soft clay: three-dimensional centrifuge and numerical modeling	20
SPH–DEM modeling overtopping failure of earthfill dams	20
Analysis of working face stability during obstruction removal from a box tunnel machine	20
Combined study of creep and ageing under deviatoric loading in granular materials	20
Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept	20
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels	20
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	20
Improvement in silty sand with enzyme-induced carbonate precipitation: laboratory model experiment	20
PINN-based approach to the nonlinear large-strain consolidation under time-dependent drainage boundary	20
A graphical solution for undrained cylindrical cavity expansion in strain-hardening frictional soil	19
Mechanical and microseismic characteristics of sandstones subject to moderate low-frequency differential cyclic loading (DCL) followed by monotonic loading up to failure	19
Cosserat model incorporating anisotropy evolution and its application in numerical analysis of strain localization in clay	19
Analyzing the shear strength of jointed magmatic rock mass excavatability using the hybridization of metaheuristic model of ELM-SVM	19
Single-layer soil-water coupled SPH method and its application to sinkhole simulation	19
A physics-inspired machine learning approach for water-tightness estimation of defective cut-off walls with random construction errors	19
Single MICP treatment method for soil improvement using pH adjustment and milk	19
Influence of fracture morphology variation on elastoplastic deformation of unmated rock fractures subject to normal loadings	19
Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials	19
Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy	18
Effects of chlorine salt crystallization on long-term characteristics of road base aggregates	18
Investigation of the O-cell test conversion coefficient in extremely soft rock conditions based on energy conversion	18
Evaluation of desiccation cracking characteristics of inorganic micro-fiber-reinforced engineered barrier material (IMEBM) for geological repository	18
A fractal order creep-damage constitutive model of silty clay	18
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability	18
Performance of debris flow barriers: an energy perspective	18
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis	18
Nonlinear consolidation analysis of multilayered soil with coupled vertical-radial drainage using the spectral method	18
Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study	18
Pore fractal and damage characteristics of granite following high-temperature heating and water cooling	18
Strengthening mechanisms in cement-stabilized kaolinite revealed by cross-scale nanoindentation	18
Effects of scour on the lateral response of piles in sand: centrifuge tests and numerical investigation	18
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure	18
Performance of imperfect trench installation box culvert on soft ground	18
Experimental investigation of mechanical and microstructural properties of re-cemented clay	18
Estimation of compression behavior of granular soils considering initial density effect based on equivalent concept	18
Field experimental study on cyclic uplift behavior of anchored pier foundations	18
Compression and critical-state behaviors of calcareous sand–diatom mixtures	17
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins	17
Experimental study on the road energy harvesting of piezoelectric ceramic in unbound granular materials based on a large-scale triaxial apparatus	17
New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests	17
Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit	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
Effects of sediment densification and strengthening on scour around monopiles using mangrove-inspired skirt piles	17
Transmission effect of eroded particles in suffusion using the CFD-DEM coupling method	17
Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests	17
Towards universality of extended seismic laws with largest labquakes	17
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows	17
Multiscale experimental analysis of marine clay stabilized with coal gangue–calcium carbide residue geopolymer	17
Micromechanical interpretation of the deformation behavior of inherently anisotropic sand under traffic loading	17
Formulation and implementation of an isotropic plasticity model enriched with shift stress and fractional flow rule	17
Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm	17
Water retention and compression behavior of MX80 bentonite pellet	17
Suction effects during uplift of steel pipes buried in compacted soil	17
Improved mechanical response of Nano-SiO2 powder cemented soil under the coupling effect of dry and wet cycles and seawater corrosion	17
Performance and prediction of long-term settlement in road embankments constructed with recycled construction and demolition waste	17
Study on the durability and long-term behavior of cement-stabilized soil in post-grouted piles embedded in sand	17
Inferred Winkler model for stiffness of suction caisson foundation under combined loading in non-homogeneous and layered soil	17
Upper bound seismic limit analysis of shallow landslides with a new kinematically admissible failure mechanism	17
Effect of multidirectional cyclic loading history on reliquefaction behaviors of sand: a microscale investigation	16
Study on bearing characteristic of long-short-pile composite foundation with biocemented coral sand pile	16
Kinematic responses of a pipe pile embedded in a poroelastic soil to seismic P waves	16
Numerical study on the dynamic behavior of rock avalanche: influence of cluster shape, size and gradation	16
An investigation of single-particle fracture behavior of calcareous nodule using an improved block-based model	16