Acta Geotechnica

Article	Citations
Identification of the optimal ground motion intensity measure and input parameters for assessing liquefaction-induced lateral spreading based on the generalized additive method	130
Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging	112
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	110
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	107
Deep learning-based calibration of resistance factors for pile groups with load tests	104
Slurry pressure transmission in saturated sand during shield tunneling: expanding from infiltration tests to realistic scale simulation	101
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	89
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	86
Lessons in geomechanics of deep foundations from nature	86
Pullout responses of root-inspired anchors in transparent soil: visualizing anchor-soil interaction and correlation analysis	79
How particle breakage affects the critical state line of silty-sand iron ore tailings	74
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	68
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	67
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	66
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	66
Compacted red soil-bentonite liners: effect of compactive effort, wet-dry cycles and chemical contamination	63
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	60
Back-analysis of one-dimensional consolidation settlement	59
Near-surface inhomogeneity effect on the dynamic axial frictionless interaction of a rigid plate and a two-layered transversely isotropic medium	58
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	57
Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer	56
A novel temperature-controlled apparatus for testing unsaturated/saturated soil–structure interfaces	55
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	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	51

Stabilization of compacted kaolin against wetting-induced collapse under field conditions by geopolymerization-assisted sand columns matrix	50
Strengthening mechanism of plum blossom pile composite foundation	50
Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	49
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment	48
Analysis of a deep excavation project on gravelly cobble formation in Taichung based on feedback of reliable field data	47
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	46
Experimental study of horizontal displacement monitoring based on a distributed piezoelectric inclinometer tube	44
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	44
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	44
Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures	44
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata	43
On the particle morphology characterization of granular geomaterials	43
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications	43
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	42
Thermally induced volume change behavior of sand–clay mixtures	42
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	41
Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane	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”	40
Temperature- and stress-dependent electrical responses of frozen soils	39
Evaluating drained shear strength of sands by shear wave velocity from a critical state perspective	39
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	39
Does fabric evolution in granular materials depend on particle shape? An experimental study using X-ray tomography	39
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	39
A novel method to improve the soil erosion resistance with fungi	39
Mitigation measures to control erosion in river banks using biochar-assisted biocementation method	39
Uniaxial compression characteristics of frozen soil–rock mixture	38
Field tests on installation effects of cast-in-situ pile and pre-bored grouted PHC pile	38
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	38
Intelligent inversion of industrial solid waste-stabilized subgrade soil based on adaptive optimization strategy	38
Numerical simulation of segment floating in shield tunnel construction using coupled IBM–FVM	38
Small strain stiffness of graded sands with light biocementation	38
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	38
Effects of installation advancement rate on helical pile helix behavior in very dense sand	37
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	37
Experimental study and numerical simulation of geosynthetic-encased stone column composite foundation based on transparent soil technique	37
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	36
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	36
Inversion and similarity characterization on the interface of geological formations using conditional random field and image structural similarity	36
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X	36
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	36
Micro-mechanical analysis of cohesionless-frictional particulate materials considering principal stress rotation induced by moving surface loads	36
Micro-macro evolution of EICP-treated sand characterized by polarization measurement	36
The geomechanical responses of hydrate-bearing sandy and clayey–silty sediments during hydrate dissociation by depressurization: mechanical parameters evolution and prediction	36
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
Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China	35
Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	35
Behavior of piled rafts in sand under nonuniform and eccentric loads	34
Optimal IM selection using fuzzy multiple criteria decision-making method for submarine shield tunnel in layered liquefiable seabed	34
The study of foaming agent concentration choice in EPB shield soil conditioning	34

Remediation of a floodplain soil contaminated by different gradients of Cd, applying MICP technique	34
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles	34
Three-dimensional deformation field construction method for landslides using ICP algorithm and physics-informed deep learning	34
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity	33
A dual-mechanism tensile failure criterion for transversely isotropic rocks	33
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	33
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	32
Experimental study on deformation and strength characteristics of granular soil-structure interface under coupled monotonic shear and vibration using a modified direct shear apparatus	32
Shear behaviour of foam-conditioned gravelly clay: insights from unconsolidated undrained triaxial compression tests	32
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	32
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	32
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	32
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	32
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	32
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	32
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	32
Stiffness and cyclic responses of kaolin clay at a wide range of strains: the role of structure	32
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	31
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	31
Lateral dynamics of non-circular piles in layered viscoelastic soils: a semi-analytical approach	31
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	31
Infiltration characteristics of bentonite-based stabilizing fluid into pore spaces of sand investigated by X-ray micro-CT analysis	31
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting	30
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	30
Behavior of model pile in unsaturated soil subjected to cyclic loading	30
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	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	30
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	30
Field investigation of ammonia alkali soda residue-based foamed concrete as a subgrade filler	29
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	29
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	29
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	29
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	28
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	28
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	28
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash	28
A coupled hydro-mechanical peridynamic model for unsaturated seepage and crack propagation in unsaturated expansive soils due to moisture change	28
The critical state of crushable granular sand	28
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	28
Deformation analysis and optimized design of a cement-saving grid hard crust for soft ground improvement	27
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	27
Effect of strength anisotropy on strain localization in natural clay	27
Confirmation and utilization of water vapor circulation in soil under temperature gradients	27
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	27
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	27
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	27
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils	27
Role of iron oxide content on mechanical properties of granite residual soil in full suction range	27
Experimental study on thermal contact resistance between GMZ bentonite block and pellets	26
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	26
Undrained anisotropy and non-coaxial response of soft clay under monotonic and cyclic shearing with varying principal stress orientations	26
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	26
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	26
In-depth understanding of porosity evolution in compacted Gaomiaozi bentonite under high-alkaline cement water conditions: from micro- and macro-perspectives	26
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	26
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	26
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	26
Water retention behaviour of 3D-printed double-structured soil	26
Load transfer of the disconnected pile	25
Resistive force modeling for shallow cone penetration into dry and wet granular layers	25
Multi-scale characterization of the hydromechanical behavior of a heterogeneous porous sandstone using neutron and X-ray tomographies	25
A machine learning-based hybrid GWO-SVR model for assessing slope stability under heavy rainfall	25
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	25
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	25
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	25
The high-cyclic model for sand tested beyond the usual ranges of application	25
Quantification of chloride saline soil freezing–thawing temperature threshold based on thermodynamic theory	25
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	25
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	25
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	25
Cementation and pore-filling mechanisms in cement treated low-plastic clays	25
Small DEM sample size can lead to qualitatively erroneous results	25
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	25
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	25
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	25
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	25
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills	25
Semi-analytical solutions for soil consolidation induced by drying	24
Validation of a contour diagram-based model for monopile cyclic design in sand and clay	24
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	24

Thermal effect on rock strength: strengthening-weakening transition explored by grain-based model	24
A non-associated fractional-order plasticity model of rockfill material without using yield function	24
Undrained cyclic behavior of nanoscale transparent clay under unloading conditions: experiments and simulations	24
Load-bearing performance of caisson-bored pile composite anchorage foundation for long-span suspension bridge: 1-g model tests	24
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling	24
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy	24
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	24
Load transfer behavior and interference effect of load distributive compression anchor in residual soil	24
Combined study of creep and ageing under deviatoric loading in granular materials	24
Experimental study on axial response and side resistance mobilization mechanism of large diameter distributed post-grouted drilled shafts in cohesive soil	24
A hypoplastic model for hydrate dissociation considering grain breakage	24
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling	23
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder	23
Shear behavior of calcareous sands in three-dimensional stress	23
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels	23
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil	23
SPH–DEM modeling overtopping failure of earthfill dams	23
Effects of particle morphology on infiltration behavior in calcareous sand materials: a CFD-DEM-based microscopic perspective	23
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions	23
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data	23
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method	23
Formation and evolution of particle migration zones for different drilling fluid compositions in porous media	22
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions	22
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly	22
Predicting occurrence of liquefaction-induced lateral spreading using gradient boosting algorithms integrated with particle swarm optimization: PSO-XGBoost, PSO-LightGBM, and PSO-CatBoost	22
Forecasting of pile plugging using machine learning	22
2D full-field deformation measurement at grain level using optical flow with deep networks	22
Acceleration stage detection and dynamic model selection for real-time landslide time-of-failure predictions	22
Seismic site characterization of shallow bedrock sites in peninsular India using multiple geophysical methods	22
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone	21
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?	21
Microbial interactions during carbonate biomineralization via urea hydrolysis metabolic pathway	21
PINN-based approach to the nonlinear large-strain consolidation under time-dependent drainage boundary	21
Internal erosion of a gap-graded soil and influences on the critical state	21
Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading	21
Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays	21
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method	21
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	21
Shielding effects of deep cement mixing column rows on an anchored sheet pile quay in soft clay: three-dimensional centrifuge and numerical modeling	21
Numerical model for solid-like and fluid-like behavior of granular flows	21
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks	21
The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay	21
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	21
A graphical solution for undrained cylindrical cavity expansion in strain-hardening frictional soil	21
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis	20
Performance of debris flow barriers: an energy perspective	20
Compression and critical-state behaviors of calcareous sand–diatom mixtures	20
An innovative test data processing approach for continuous characterizing plastic strain increment direction of sand	20
A physics-inspired machine learning approach for water-tightness estimation of defective cut-off walls with random construction errors	20
Appraisal of the HySand_base constitutive model against the Karlsruhe fine sand database	20
Effect of styrene–acrylic emulsion on the mechanical performance of cement-stabilized soils as road materials	20
Towards universality of extended seismic laws with largest labquakes	20
Single MICP treatment method for soil improvement using pH adjustment and milk	20
Evaluation of desiccation cracking characteristics of inorganic micro-fiber-reinforced engineered barrier material (IMEBM) for geological repository	20
Analyzing the shear strength of jointed magmatic rock mass excavatability using the hybridization of metaheuristic model of ELM-SVM	20
Closed-form seismic earth pressure solutions via adaptive limit analysis and hybrid learning models	20
Mechanisms and mitigation effects of oblique seam linings in fault-crossing tunnels: combined experimental and numerical evidence under normal faulting	20
Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy	20
Performance of imperfect trench installation box culvert on soft ground	20
Investigation of the O-cell test conversion coefficient in extremely soft rock conditions based on energy conversion	20
Improved mechanical response of Nano-SiO2 powder cemented soil under the coupling effect of dry and wet cycles and seawater corrosion	20
A finite strain thermal elastic visco-plastic consolidation model enhanced by particle swarm optimization of model parameters	20
Effects of chlorine salt crystallization on long-term characteristics of road base aggregates	19
Experimental investigation of mechanical and microstructural properties of re-cemented clay	19
Estimation of compression behavior of granular soils considering initial density effect based on equivalent concept	19
Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests	19
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure	19
Study on the durability and long-term behavior of cement-stabilized soil in post-grouted piles embedded in sand	19
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins	19
Influence of fracture morphology variation on elastoplastic deformation of unmated rock fractures subject to normal loadings	19
Single-layer soil-water coupled SPH method and its application to sinkhole simulation	19
Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study	19
Mechanical and microseismic characteristics of sandstones subject to moderate low-frequency differential cyclic loading (DCL) followed by monotonic loading up to failure	19
Suction effects during uplift of steel pipes buried in compacted soil	19
Nonlinear consolidation analysis of multilayered soil with coupled vertical-radial drainage using the spectral method	19
A fractal order creep-damage constitutive model of silty clay	19
Effects of scour on the lateral response of piles in sand: centrifuge tests and numerical investigation	19
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability	19
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows	19
New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests	19
Cosserat model incorporating anisotropy evolution and its application in numerical analysis of strain localization in clay	19
Mechanical behaviour and grain breakage characteristics of Tibetan glacial tills under triaxial compression	18
Stabilized explicit $$u-p_w$$ solution in soil dynamic problems near the undrained-incompressible limit	18
An investigation of single-particle fracture behavior of calcareous nodule using an improved block-based model	18
Seawater effects on ground granulated blast furnace slag (GGBS)-stabilized marine deposits in land reclamation	18
Effect of the structure of intra-particle pores on suffusion in coral sand	18
Numerical investigation of laboratory hydraulic fracturing tests in Pocheon granite	18
Experimental investigations of lateral earth pressures behind rigid retaining walls under different displacement modes	18
Formulation and implementation of an isotropic plasticity model enriched with shift stress and fractional flow rule	18
Relationship between friction angle and cone penetration resistance for dry sands under low confining stress	18
Laboratory-scale thermo-activated piles under long continuous operation and different mobilised shaft resistance	18
Experimental investigation of fracture permeability reduction process by MICP technology with Sporosarcina pasteurii cultured by different mediums	18
Micromechanical analysis of diffuse instability in two-dimensional granular materials	18
A DEM-based Euler–Lagrange model for motion of particle–fluid two-phase mixtures	18
Bridging nanoindentation and triaxial creep tests on a shale	18