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	146
Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging	129
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	117
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	107
Lessons in geomechanics of deep foundations from nature	105
Pullout responses of root-inspired anchors in transparent soil: visualizing anchor-soil interaction and correlation analysis	90
How particle breakage affects the critical state line of silty-sand iron ore tailings	85
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	85
Compacted red soil-bentonite liners: effect of compactive effort, wet-dry cycles and chemical contamination	73
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	72
Near-surface inhomogeneity effect on the dynamic axial frictionless interaction of a rigid plate and a two-layered transversely isotropic medium	70
Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer	66
A novel temperature-controlled apparatus for testing unsaturated/saturated soil–structure interfaces	63
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	63
Strengthening mechanism of plum blossom pile composite foundation	61
Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	58
Analysis of a deep excavation project on gravelly cobble formation in Taichung based on feedback of reliable field data	58
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	54
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	54
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata	52
Enhancing performance of quasi-rectangular pipe jacking: the role of static and dynamic stirring rod configurations on RTBM via a discrete-continuum coupling analysis	51
Experimental validation of block filtration mechanisms governing slurry penetration and filter cake formation in slurry shield TBM excavation	51
On the particle morphology characterization of granular geomaterials	50
Role of soil type in geotechnical damage observed in Gölbaşı during the 2023 Türkiye earthquake sequence	50
Modelling anchor chain behaviour for pile-type anchors in sand seabed	50

Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures	49
Back-analysis of one-dimensional consolidation settlement	48
Slurry pressure transmission in saturated sand during shield tunneling: expanding from infiltration tests to realistic scale simulation	47
Deep learning-based calibration of resistance factors for pile groups with load tests	47
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	46
A weight combination anisotropic strength criterion considering the effect of joint orientation	46
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	45
Stabilization of compacted kaolin against wetting-induced collapse under field conditions by geopolymerization-assisted sand columns matrix	44
Experimental study of horizontal displacement monitoring based on a distributed piezoelectric inclinometer tube	44
Fatigue behaviour of a rubber–coal wash mixture based on cyclic triaxial shearing	43
Thermally induced volume change behavior of sand–clay mixtures	43
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	43
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	42
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	42
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications	42
Reply to discussion on “3D image-based method to measure soil stiffness in triaxial tests” Zewen Wang, Wenhan Du and B.M. Lehane	41
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment	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	41
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	41
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
Insight into durability characteristics and pore structure evolution of biomimetic cemented soil	41
Mitigation measures to control erosion in river banks using biochar-assisted biocementation method	40
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	40
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
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	40
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	40
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	40
Micro-macro evolution of EICP-treated sand characterized by polarization measurement	39
Behavior of piled rafts in sand under nonuniform and eccentric loads	39
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	39
Three-dimensional dynamic analysis of seismic-induced rockslides and river blockage	39
Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China	38
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	38
The study of foaming agent concentration choice in EPB shield soil conditioning	38
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	38
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	38
Effects of installation advancement rate on helical pile helix behavior in very dense sand	37
Three-dimensional deformation field construction method for landslides using ICP algorithm and physics-informed deep learning	37
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles	37
Impact of stress paths on erodibility in gap-graded soils: the critical role of geometric criterion in the soil on the borderline of stability	37
Intelligent inversion of industrial solid waste-stabilized subgrade soil based on adaptive optimization strategy	37
Temperature- and stress-dependent electrical responses of frozen soils	37
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	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
Investigation on temperature boundary characteristics of freezing pipe in liquid nitrogen artificial ground freezing considering boiling heat transfer: validation from field experiment and numerical s	36
Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	35
Does fabric evolution in granular materials depend on particle shape? An experimental study using X-ray tomography	35
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	34
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	34
Experimental study and numerical simulation of geosynthetic-encased stone column composite foundation based on transparent soil technique	34

Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	34
Optimal IM selection using fuzzy multiple criteria decision-making method for submarine shield tunnel in layered liquefiable seabed	34
Enhancing strength and environmental benefits of sustainable soil stabilization using phosphogypsum-activated GGBS and magnesium oxide	34
Inversion and similarity characterization on the interface of geological formations using conditional random field and image structural similarity	33
A dual-mechanism tensile failure criterion for transversely isotropic rocks	33
Uniaxial compression characteristics of frozen soil–rock mixture	33
Correction of soil shrinkage curve for compacted bentonite considering desiccation crack volume: a CT-based fractal analysis	33
Numerical simulation of segment floating in shield tunnel construction using coupled IBM–FVM	33
Micro-mechanical analysis of cohesionless-frictional particulate materials considering principal stress rotation induced by moving surface loads	33
A novel method to improve the soil erosion resistance with fungi	32
The geomechanical responses of hydrate-bearing sandy and clayey–silty sediments during hydrate dissociation by depressurization: mechanical parameters evolution and prediction	32
Field tests on installation effects of cast-in-situ pile and pre-bored grouted PHC pile	32
Small strain stiffness of graded sands with light biocementation	32
Evaluating drained shear strength of sands by shear wave velocity from a critical state perspective	32
Behavior of model pile in unsaturated soil subjected to cyclic loading	31
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	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
Remediation of a floodplain soil contaminated by different gradients of Cd, applying MICP technique	31
Infiltration characteristics of bentonite-based stabilizing fluid into pore spaces of sand investigated by X-ray micro-CT analysis	30
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	30
Shear behaviour of foam-conditioned gravelly clay: insights from unconsolidated undrained triaxial compression tests	30
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	30
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	30
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	30
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	30
Stiffness and cyclic responses of kaolin clay at a wide range of strains: the role of structure	30
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	30
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	30
Lateral dynamics of non-circular piles in layered viscoelastic soils: a semi-analytical approach	30
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	30
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	29
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	29
Deformation analysis and optimized design of a cement-saving grid hard crust for soft ground improvement	29
Field investigation of ammonia alkali soda residue-based foamed concrete as a subgrade filler	29
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	29
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	29
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	28
Peak and residual shear strength of coral sand under progressively accelerated ring shear	28
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	28
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils	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
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
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	28
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	28
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	27
In-depth understanding of porosity evolution in compacted Gaomiaozi bentonite under high-alkaline cement water conditions: from micro- and macro-perspectives	27
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	27
Electrochemical characterization of internal damage in saline soil under freeze–thaw cycles	27
Confirmation and utilization of water vapor circulation in soil under temperature gradients	27
Effect of strength anisotropy on strain localization in natural clay	27
Hydro-thermal behavior of biochar-amended and saline granite residual soils under high compaction	27
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	27
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	27
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	27
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	27
Undrained anisotropy and non-coaxial response of soft clay under monotonic and cyclic shearing with varying principal stress orientations	27
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	27
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	27
Load transfer of the disconnected pile	26
Role of iron oxide content on mechanical properties of granite residual soil in full suction range	26
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	26
Long-term mechanical-sustainable performance of PBFC binder systems in stabilization of Hong Kong marine deposits	26
Thermo-mechanical behavior and uplift capacity of energy tension piles: field investigation and theoretical analysis	26
A machine learning-based hybrid GWO-SVR model for assessing slope stability under heavy rainfall	26
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	26
Hyperspectral imaging with machine learning for non-destructive characterization of compacted bentonite	26
Resistive force modeling for shallow cone penetration into dry and wet granular layers	26
Multi-scale characterization of the hydromechanical behavior of a heterogeneous porous sandstone using neutron and X-ray tomographies	26
Small DEM sample size can lead to qualitatively erroneous results	26
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	25
Dynamic characteristic and micro characteristics of steel slag as a geotechnical backfill material considering the influence of oxidation periods and pH values	25
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	25
Water retention behaviour of 3D-printed double-structured soil	25
Effect of curing stress on lime and cement-treated soil: X-ray tomography and mercury intrusion porosimetry investigation	25
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	25
The high-cyclic model for sand tested beyond the usual ranges of application	25
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	25
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	25
Experimental study on thermal contact resistance between GMZ bentonite block and pellets	24

Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	24
Cementation and pore-filling mechanisms in cement treated low-plastic clays	24
Seismic response of monopile-supported offshore wind turbines considering post-scour conditions and wind-wave loads	24
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	24
Backfill leachate hydration effects on composite polymer-amended GCLs in vertical cutoff walls: swelling and hydraulic conductivity	24
Probability-based analyses of bearing capacity of square and rectangular footings resting on sandy soil considering rotational anisotropy	23
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	23
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	23
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	23
A hypoplastic model for hydrate dissociation considering grain breakage	23
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	23
Formation and evolution of particle migration zones for different drilling fluid compositions in porous media	23
A non-associated fractional-order plasticity model of rockfill material without using yield function	23
Seismic site characterization of shallow bedrock sites in peninsular India using multiple geophysical methods	23
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	23
Quantification of chloride saline soil freezing–thawing temperature threshold based on thermodynamic theory	23
Load-bearing performance of caisson-bored pile composite anchorage foundation for long-span suspension bridge: 1-g model tests	23
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	22
Shear behavior of calcareous sands in three-dimensional stress	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
Coupled hydro-structural-geotechnical numerical analysis of the dynamics of submerged floating tunnel system in extreme ocean environment	22
Effects of particle morphology on infiltration behavior in calcareous sand materials: a CFD-DEM-based microscopic perspective	22
Cyclic compression of sands at constant stress ratio—experimental investigations and constitutive modelling	22
Strain energy dissipation during liquefaction of fibre-reinforced sand under undrained cyclic triaxial loading	22
The response of caisson induced by adjacent spudcan penetration in nonhomogeneous clay	22
Failure analysis of the edge-notched beam test on fluid-exposed Berea Sandstone	22
Influence of piston wind induced by high-speed trains on the temperature field of a tunnel in cold regions	22
Shear wave velocity and dynamic resilient modulus of electro-osmosis-treated unsaturated subgrade soil	22
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling	22
An efficient Bayesian multi-model framework to analyze reliability of rock structures with limited investigation data	22
Performance-based interaction domains for eccentrically loaded pile groups considering scour effects	22
Numerical model for solid-like and fluid-like behavior of granular flows	22
Dynamic responses of hybrid offshore renewable energy harvest system supported by a hybrid foundation	22
Full-scale in situ experimental study on the bearing capacity of energy piles under varying temperature and multiple mechanical load levels	22
Internal erosion of a gap-graded soil and influences on the critical state	21
Machine learning-based soil–structure interaction analysis of laterally loaded piles through physics-informed neural networks	21
Hypoplastic modeling of inherent anisotropy in normally and overconsolidated clays	21
Combined study of creep and ageing under deviatoric loading in granular materials	21
A coupled CFD-DEM investigation into suffusion of gap-graded soil considering anisotropic stress conditions and flow directions	21
2D full-field deformation measurement at grain level using optical flow with deep networks	21
Micromechanical mechanism-based anisotropic strength criteria for regularly arranged elliptical particle assembly	21
Load transfer behavior and interference effect of load distributive compression anchor in residual soil	21
Ground displacements and stresses around a non-uniformly deforming circular tunnel in elastic media using complex variable method	21
Acceleration stage detection and dynamic model selection for real-time landslide time-of-failure predictions	21
Forensic polar surface deformation monitoring at Horseshoe Island, Antarctica using SBAS-InSAR and temperature correlation using wavelet analysis	21
Hydro-mechanical coupled sequential multi-stage modeling of slurry–soil interaction during grouting in saturated soils	21
Undrained cyclic behavior of nanoscale transparent clay under unloading conditions: experiments and simulations	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
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
What friction angle would characterize a pile–soil interface as “rough” or “smooth”?	21
Forecasting of pile plugging using machine learning	21
PINN-based approach to the nonlinear large-strain consolidation under time-dependent drainage boundary	21
Physics-informed deep learning method for predicting tunnelling-induced ground deformations	21
SPH–DEM modeling overtopping failure of earthfill dams	21
New clogging potential assessment method for conditioned soil based on modified pullout and direct shear tests	20
A physics-inspired machine learning approach for water-tightness estimation of defective cut-off walls with random construction errors	20
Multiscale experimental analysis of marine clay stabilized with coal gangue–calcium carbide residue geopolymer	20
Experimental study on axial response and side resistance mobilization mechanism of large diameter distributed post-grouted drilled shafts in cohesive soil	20
Compression and critical-state behaviors of calcareous sand–diatom mixtures	20
Mechanism and control of progressive collapse of tied-back excavations induced by local anchor failure	20
Convolutional neural networks prediction of the factor of safety of random layered slopes by the strength reduction method	20
Performance of imperfect trench installation box culvert on soft ground	20
Analysis and prediction of the river levee settlement derived from shield tunneling considering the excavation face stability	20
Numerical investigations of enhanced shallow geothermal energy recovery using microencapsulated phase change materials and metal fins	20
Influence of fracture morphology variation on elastoplastic deformation of unmated rock fractures subject to normal loadings	20
Mechanical and microstructure analysis of mass-stabilized organic clay thermally cured using a ternary binder	20
Validation of a contour diagram-based model for monopile cyclic design in sand and clay	20
Analyzing the shear strength of jointed magmatic rock mass excavatability using the hybridization of metaheuristic model of ELM-SVM	20
Cosserat model incorporating anisotropy evolution and its application in numerical analysis of strain localization in clay	20
Mechanisms and mitigation effects of oblique seam linings in fault-crossing tunnels: combined experimental and numerical evidence under normal faulting	20
A finite strain thermal elastic visco-plastic consolidation model enhanced by particle swarm optimization of model parameters	20
Development of a non-local partial Peridynamic explicit mesh-free incompressible method and its validation for simulating dry dense granular flows	20
Experimental investigation of mechanical and microstructural properties of re-cemented clay	20
Assessing the durability of biopolymer-treated soil under weather cycles	20
An innovative test data processing approach for continuous characterizing plastic strain increment direction of sand	20
A graphical solution for undrained cylindrical cavity expansion in strain-hardening frictional soil	20
Effects of chlorine salt crystallization on long-term characteristics of road base aggregates	20
Towards universality of extended seismic laws with largest labquakes	20
Investigation of the O-cell test conversion coefficient in extremely soft rock conditions based on energy conversion	20
Closed-form seismic earth pressure solutions via adaptive limit analysis and hybrid learning models	19
Appraisal of the HySand_base constitutive model against the Karlsruhe fine sand database	19
Evaluation of desiccation cracking characteristics of inorganic micro-fiber-reinforced engineered barrier material (IMEBM) for geological repository	19
Fault slip mechanics and seismic source characteristics considering fracture zone anisotropy	19
Estimation of compression behavior of granular soils considering initial density effect based on equivalent concept	19
Coupled model and experiment for horizontal electro-osmosis consolidation and contaminant transport considering nonlinear soil characteristics	19
Evolution of anisotropic stiffness and damping ratio of soft clay by bidirectional step-amplitude cyclic triaxial tests	19
Formulation and implementation of an isotropic plasticity model enriched with shift stress and fractional flow rule	19
Pore fractal and damage characteristics of granite following high-temperature heating and water cooling	19
Performance of debris flow barriers: an energy perspective	19
An experimental investigation on progressive failure mechanism of the earth-retaining structure with sloping backfill using image analysis	19
Effect of styrene–acrylic emulsion on the mechanical performance of cement-stabilized soils as road materials	19
Effects of scour on the lateral response of piles in sand: centrifuge tests and numerical investigation	19
Study on the durability and long-term behavior of cement-stabilized soil in post-grouted piles embedded in sand	19
Unsaturated slopes behavior under antecedent intermittent rainfall patterns: centrifuge and numerical study	19