Acta Geotechnica

Article	Citations
Lessons in geomechanics of deep foundations from nature	123
An approach for modelling spatial variability in permeability of cement-admixed soil	123
Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer	114
Back-analysis of one-dimensional consolidation settlement	90
A weight combination anisotropic strength criterion considering the effect of joint orientation	88
Strengthening mechanism of plum blossom pile composite foundation	84
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	82
Centrifuge model test on the behavior of geosynthetic-reinforced pile foundations under simulated train loads	80
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	72
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	71
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	68
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	67
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications	59
Laboratory investigation and constitutive modeling of the mechanical behavior of sand–GRP interfaces	56
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	56
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	56
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata	54
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment	51
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	51
Identification of the optimal ground motion intensity measure and input parameters for assessing liquefaction-induced lateral spreading based on the generalized additive method	50
Generalised ultimate loads for pile groups	49
Deep learning-based calibration of resistance factors for pile groups with load tests	49
Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	48
Thermally induced volume change behavior of sand–clay mixtures	48
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	48

Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	48
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	48
Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging	48
Interpretation of grouting characteristics in unsaturated sand from the perspective of water–air interface	46
On the role of joint roughness on the micromechanics of rock fracturing process: a numerical study	45
On the particle morphology characterization of granular geomaterials	45
Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures	45
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	44
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	44
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	43
Study of grouting effectiveness based on shear strength evaluation with experimental and numerical approaches	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
Reply to the discussion by Dimitrios Kolymbas of the article entitled “Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands”	41
Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	40
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	39
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	39
Assessment of internal stability of sand–fine mixture using particle detachment model and its implications on suffusion	38
Extended model of shear modulus reduction for cohesive soils	37
Evaluating drained shear strength of sands by shear wave velocity from a critical state perspective	37
A novel method to improve the soil erosion resistance with fungi	37
Visualized liquefaction behavior of sandy soil deposited in water under undrained cyclic shearing	37
Optimal IM selection using fuzzy multiple criteria decision-making method for submarine shield tunnel in layered liquefiable seabed	37
Characterizing uncertainty in geotechnical design of energy piles based on Bayesian theorem	37
Uniaxial compression characteristics of frozen soil–rock mixture	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	36
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	35
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	35
Small strain stiffness of graded sands with light biocementation	35
Use of microfluidic experiments to optimize MICP treatment protocols for effective strength enhancement of MICP-treated sandy soils	35
Behavior of piled rafts in sand under nonuniform and eccentric loads	34
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	34
Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane	34
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	33
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	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
A comparative study of different machine learning algorithms in predicting EPB shield behaviour: a case study at the Xi’an metro, China	32
Effects of installation advancement rate on helical pile helix behavior in very dense sand	32
Temperature- and stress-dependent electrical responses of frozen soils	31
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	31
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity	31
An effective stress-based DSC model for predicting the coefficient of lateral soil pressure in unsaturated soils	31
Numerical simulation of segment floating in shield tunnel construction using coupled IBM–FVM	31
A dual-mechanism tensile failure criterion for transversely isotropic rocks	31
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	30
The study of foaming agent concentration choice in EPB shield soil conditioning	30
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	30
Enhancing strength and environmental benefits of sustainable soil stabilization using phosphogypsum-activated GGBS and magnesium oxide	30
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles	30
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	30
The geomechanical responses of hydrate-bearing sandy and clayey–silty sediments during hydrate dissociation by depressurization: mechanical parameters evolution and prediction	30

Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand	29
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X	29
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	28
Load transfer and performance evaluation of piled beam-supported embankments	28
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	28
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	28
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	28
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	28
Mitigation measures to control erosion in river banks using biochar-assisted biocementation method	28
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	27
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	27
Modelling undrained behaviour of sand with fines and fabric anisotropy	27
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	27
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	27
Shear strength and shear bands of anisotropic sand	27
Serviceability analysis of piled foundations supporting tall structures	27
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	27
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	27
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	26
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	26
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	26
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	26
A coupled hydro-mechanical peridynamic model for unsaturated seepage and crack propagation in unsaturated expansive soils due to moisture change	26
Micro-feature-motivated numerical analysis of the coupled bio-chemo-hydro-mechanical behaviour in MICP	26
Field testing of single instrumented steel driven batter piles under vertical vibrations	26
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	26
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	26
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	26
Determination of shape parameters of sands: a deep learning approach	25
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	25
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	25
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	25
Behavior of model pile in unsaturated soil subjected to cyclic loading	25
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils	25
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	25
An efficient method for evaluating the ground surface settlement of Hangzhou metro deep basement considering the excavation process	25
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	25
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash	25
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting	25
Confirmation and utilization of water vapor circulation in soil under temperature gradients	25
The critical state of crushable granular sand	25
Hydraulic conductivity and microscopic properties of sodium hexametaphosphate-amended sand-sodium-activated calcium bentonite backfill in vertical cutoff walls exposed to lead-contaminated groundwater	25
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	25
The high-cyclic model for sand tested beyond the usual ranges of application	24
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	24
Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths	24
Experimental study on thermal contact resistance between GMZ bentonite block and pellets	24
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	24
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	24
Load transfer of the disconnected pile	24
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	24
Quantification of chloride saline soil freezing–thawing temperature threshold based on thermodynamic theory	24
Multi-scale characterization of the hydromechanical behavior of a heterogeneous porous sandstone using neutron and X-ray tomographies	24
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	24
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	23
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	23
Elastic shear stiffness anisotropy and fabric anisotropy of natural clays	23
Small DEM sample size can lead to qualitatively erroneous results	23
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	23
Resistive force modeling for shallow cone penetration into dry and wet granular layers	23
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	23
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	23
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills	23
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	23
Effects of groundwater level on the seismic responses of coral sand ground and superstructure by shaking table tests	23
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	23
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	23
Calculation of seismic bearing capacity of shallow strip foundations using the cell-based smoothed finite element method	23
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	22
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	22
Effect of strength anisotropy on strain localization in natural clay	22
Load transfer behavior and interference effect of load distributive compression anchor in residual soil	22
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	22
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	22
Biopolymer-biocement composite treatment for stabilisation of soil against both current and wave erosion	22
2D full-field deformation measurement at grain level using optical flow with deep networks	22
Studying the effect of partial drainage on the response of soft clays reinforced with sand column groups	22
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	22
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	22
Study on the response of postside-grouted piles subjected to lateral loading in calcareous sand	22

Role of iron oxide content on mechanical properties of granite residual soil in full suction range	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
Combined study of creep and ageing under deviatoric loading in granular materials	21
Shear behavior of calcareous sands in three-dimensional stress	21
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method	21
PINN-based approach to the nonlinear large-strain consolidation under time-dependent drainage boundary	21
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone	21
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly	21
Forecasting of pile plugging using machine learning	21
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling	21
SPH–DEM modeling overtopping failure of earthfill dams	21
A table method for coded target decoding with application to 3-D reconstruction of soil specimens during triaxial testing	21
Validation of a contour diagram-based model for monopile cyclic design in sand and clay	21
Effect of inherent microcrack populations on rock tensile fracture behaviour: numerical study based on embedded discontinuity finite elements	21
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels	21
Formation and evolution of particle migration zones for different drilling fluid compositions in porous media	21
Seismic site characterization of shallow bedrock sites in peninsular India using multiple geophysical methods	20
Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading	20
A non-associated fractional-order plasticity model of rockfill material without using yield function	20
Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays	20
Thermal effect on rock strength: strengthening-weakening transition explored by grain-based model	20
The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay	20
Improvement in silty sand with enzyme-induced carbonate precipitation: laboratory model experiment	20
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions	20
Semi-analytical solutions for soil consolidation induced by drying	20
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder	20
Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept	20
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy	19
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions	19
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	19
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling	19
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	19
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data	19
Predicting occurrence of liquefaction-induced lateral spreading using gradient boosting algorithms integrated with particle swarm optimization: PSO-XGBoost, PSO-LightGBM, and PSO-CatBoost	19
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?	19
Microbial interactions during carbonate biomineralization via urea hydrolysis metabolic pathway	19
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks	19
Load-bearing performance of caisson-bored pile composite anchorage foundation for long-span suspension bridge: 1-g model tests	19
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method	19
Towards universality of extended seismic laws with largest labquakes	19
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil	19
Internal erosion of a gap-graded soil and influences on the critical state	19
Numerical model for solid-like and fluid-like behavior of granular flows	19
Load transfer mechanism for connected and disconnected piled raft: a comparative study	19
Time-dependent reliability analysis of unsaturated slopes under rapid drawdown with intelligent surrogate models	19
Performance of imperfect trench installation box culvert on soft ground	18
Investigation of the O-cell test conversion coefficient in extremely soft rock conditions based on energy conversion	18
Field experimental study on cyclic uplift behavior of anchored pier foundations	18
Study on the durability and long-term behavior of cement-stabilized soil in post-grouted piles embedded in sand	18
A fractal order creep-damage constitutive model of silty clay	18
Analysis of working face stability during obstruction removal from a box tunnel machine	18
A graphical solution for undrained cylindrical cavity expansion in strain-hardening frictional soil	18
Cosserat model incorporating anisotropy evolution and its application in numerical analysis of strain localization in clay	18
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure	18
Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests	18
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins	17
Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy	17
Experimental study on the road energy harvesting of piezoelectric ceramic in unbound granular materials based on a large-scale triaxial apparatus	17
Performance of debris flow barriers: an energy perspective	17
Effects of chlorine salt crystallization on long-term characteristics of road base aggregates	17
Single-layer soil-water coupled SPH method and its application to sinkhole simulation	17
Analyzing the shear strength of jointed magmatic rock mass excavatability using the hybridization of metaheuristic model of ELM-SVM	17
Strengthening mechanisms in cement-stabilized kaolinite revealed by cross-scale nanoindentation	17
Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study	17
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis	17
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability	17
Nonlinear consolidation analysis of multilayered soil with coupled vertical-radial drainage using the spectral method	17
A physics-inspired machine learning approach for water-tightness estimation of defective cut-off walls with random construction errors	17
Influence of fracture morphology variation on elastoplastic deformation of unmated rock fractures subject to normal loadings	17
Pore fractal and damage characteristics of granite following high-temperature heating and water cooling	17
Water retention and compression behavior of MX80 bentonite pellet	17
Effects of scour on the lateral response of piles in sand: centrifuge tests and numerical investigation	17
Transmission effect of eroded particles in suffusion using the CFD-DEM coupling method	17
Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials	17
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows	17
Experimental investigation of mechanical and microstructural properties of re-cemented clay	17
Compression and critical-state behaviors of calcareous sand–diatom mixtures	17
Mechanical and microseismic characteristics of sandstones subject to moderate low-frequency differential cyclic loading (DCL) followed by monotonic loading up to failure	16
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	16
Experimental study on the frictional capacity of square pile–cemented soil interface with different surface roughness	16
Numerical study on the dynamic behavior of rock avalanche: influence of cluster shape, size and gradation	16
Formulation and implementation of an isotropic plasticity model enriched with shift stress and fractional flow rule	16
Suction effects during uplift of steel pipes buried in compacted soil	16
Mechanical behaviour and grain breakage characteristics of Tibetan glacial tills under triaxial compression	16
Study on determining the plastic flow direction of soils with dilatancy	16
Laboratory-scale thermo-activated piles under long continuous operation and different mobilised shaft resistance	16
Seawater effects on ground granulated blast furnace slag (GGBS)-stabilized marine deposits in land reclamation	16
Study on particle loss-induced deformation of gap-graded soils: role of particle stress	16
Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit	16
Micromechanical interpretation of the deformation behavior of inherently anisotropic sand under traffic loading	16
Effects of sediment densification and strengthening on scour around monopiles using mangrove-inspired skirt piles	16
The impact of large microplastics on the physical behavior of soils: implications to marine sediments	16
Practical estimation of the thermal conductivity of granular soils considering grading and relative density using three physical parameters	16
Upper bound seismic limit analysis of shallow landslides with a new kinematically admissible failure mechanism	16
Multiscale experimental analysis of marine clay stabilized with coal gangue–calcium carbide residue geopolymer	16