Acta Geotechnica

Article	Citations
Theoretical solutions of lateral response of a scoured fixed-head pile in elastoplastic soil considering plastic hinging	121
Macro and mesoscopic shear behavior of interface between sand and concrete with different JRC under cyclic load	110
On the particle morphology characterization of granular geomaterials	106
Effects of biostimulation treatment methods on mechanical properties and microstructure characteristics of biocemented soil	102
Engineering and leachability behavior of lime-treated highly compressible soil amended with nano-clay	101
Risk assessment of seepage failure in deep excavations based on fuzzy analytic hierarchy process and cloud model	98
Microstructure, strength and durability of nano-cemented soils under different seawater conditions: laboratory study	88
Experimental study of horizontal displacement monitoring based on a distributed piezoelectric inclinometer tube	85
Stabilization of compacted kaolin against wetting-induced collapse under field conditions by geopolymerization-assisted sand columns matrix	81
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	77
A bio-chemo-hydro-mechanical model of transport, strength and deformation for bio-cementation applications	73
Thermally induced volume change behavior of sand–clay mixtures	71
Monotonic and cyclic triaxial testing of untreated and polyurethane-treated soil and soil–rubber mixtures	67
A novel temperature-controlled apparatus for testing unsaturated/saturated soil–structure interfaces	66
A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications	66
How particle breakage affects the critical state line of silty-sand iron ore tailings	64
Changes in strength, hydraulic conductivity and microstructure of superabsorbent polymer stabilized soil subjected to wetting–drying cycles	62
Effects of initial shear stress on the hydromechanical behavior of collapsible soils	61
Analytical study on multiple-mode deformation behaviors of tunnels subjected to asymmetric loading in composite strata	58
Deep learning-based calibration of resistance factors for pile groups with load tests	57
Slurry pressure transmission in saturated sand during shield tunneling: expanding from infiltration tests to realistic scale simulation	57
Compacted red soil-bentonite liners: effect of compactive effort, wet-dry cycles and chemical contamination	56
Spatiotemporal settlement deformation characteristics analysis of rockfill dam with anti-impact FBG sensing array	55
Strengthening mechanism of plum blossom pile composite foundation	54
Identification of the optimal ground motion intensity measure and input parameters for assessing liquefaction-induced lateral spreading based on the generalized additive method	52

Effects of soil properties and geomorphic parameters on the breach mechanisms of landslide dams and prediction of peak discharge	51
Evaluation of liquefaction resistance for single- and multi-phase SICP-treated sandy soil using shaking table test	49
Analysis of a deep excavation project on gravelly cobble formation in Taichung based on feedback of reliable field data	48
Pullout responses of root-inspired anchors in transparent soil: visualizing anchor-soil interaction and correlation analysis	48
Lessons in geomechanics of deep foundations from nature	48
Hydraulic conductivity and compressibility of polyanionic cellulose-modified sand-calcium bentonite slurry trench cutoff wall materials	46
Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer	45
Effects of concave facing profile on the internal stability of geosynthetic-reinforced soil walls	44
A weight combination anisotropic strength criterion considering the effect of joint orientation	44
Back-analysis of one-dimensional consolidation settlement	44
Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field	43
Stress–strain–strength behavior of geosynthetic reinforced rubber–sand mixtures	43
Water–heat–vapor–salt–mechanics coupling mechanism in unsaturated freezing sulfate saline soil: insights from theory and experiment	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
Study on the differential disintegration mechanism of water glass cured sandy soil: analysis from the perspective of the coexistence state of gel and particles	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
Three-dimensional dynamic analysis of seismic-induced rockslides and river blockage	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	40
Centrifugal model tests on impact of environmental vibration on scientific device-housed tunnel and vibration reduction schemes	39
Remediation of a floodplain soil contaminated by different gradients of Cd, applying MICP technique	39
Small strain stiffness of graded sands with light biocementation	39
Reply to the discussion by Dimitrios Kolymbas of the article entitled “Characteristic limitations of advanced plasticity and hypoplasticity models for cyclic loading of sands”	39
Uniaxial compression characteristics of frozen soil–rock mixture	39
Mitigation measures to control erosion in river banks using biochar-assisted biocementation method	38
Marc Panet and Jean Sulem: Convergence-confinement method for tunnel design, in Springer tracts in civil engineering, 2021, 151 pages, ISSN: 2366-259X	38
The geomechanical responses of hydrate-bearing sandy and clayey–silty sediments during hydrate dissociation by depressurization: mechanical parameters evolution and prediction	38
Evaluating drained shear strength of sands by shear wave velocity from a critical state perspective	38
Numerical simulation of segment floating in shield tunnel construction using coupled IBM–FVM	38
Does fabric evolution in granular materials depend on particle shape? An experimental study using X-ray tomography	38
Study on the shear strength characteristics and source mechanism of early-age shield synchronous grouting materials	38
Three-dimensional deformation field construction method for landslides using ICP algorithm and physics-informed deep learning	37
Deciphering anomalous dielectric traits of nanoconfined water and its roles in modeling crystalline swelling of bentonite	37
Backfill-geogrid interaction: insights from pullout tests and numerical simulation	37
Regional landslide susceptibility assessment based on improved semi-supervised clustering and deep learning	36
Inversion and similarity characterization on the interface of geological formations using conditional random field and image structural similarity	36
Stabilized smoothed particle finite element method for coupled large deformation problems in geotechnics	36
A novel method to improve the soil erosion resistance with fungi	36
Micro-mechanical analysis of cohesionless-frictional particulate materials considering principal stress rotation induced by moving surface loads	36
Evolution of sediment after a decade of the Wenchuan earthquake: a case study in a protected debris flow catchment in Wenchuan County, China	36
Nonlinear burgers model for sliding zone soil subjected to cyclic seepage pressure and its applications to the deformation analysis of landslide	35
Effects of installation advancement rate on helical pile helix behavior in very dense sand	35
Temperature- and stress-dependent electrical responses of frozen soils	35
Investigation of the soil deformation around laterally loaded deep foundations with large diameters	34
A particle-scale study of the triaxial compression behavior of methane hydrate-bearing sands	34
Effect of overlying pressure and applied shear velocity on the nonlinear behavior of confined shear flow	34
Field tests on installation effects of cast-in-situ pile and pre-bored grouted PHC pile	34
Behavior of piled rafts in sand under nonuniform and eccentric loads	34
Intelligent inversion of industrial solid waste-stabilized subgrade soil based on adaptive optimization strategy	34
A dual-mechanism tensile failure criterion for transversely isotropic rocks	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	33
The study of foaming agent concentration choice in EPB shield soil conditioning	33
Effect of freeze–thaw–vacuum pretreatment modes on the performance of sludge reduction	33
The effect of temperature on injection-induced shear slip of laboratory faults in sandstone	33
Investigations on mechanical responses of frozen soil–rock mixture under cyclic loading: experiments and binary-medium-based multiscale constitutive model	33
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
Mechanism-based shift factors to predict the fatigue performance of cemented pavement materials	32
Failure mechanism and combined bearing capacity of monopile–friction wheel hybrid foundation in sand-over-clay deposit	32
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
Evaluating the subgrade deformation monitoring effect of sensor-enabled piezoelectric geocables based on cyclic dynamic shear tests	32
Behavior of model pile in unsaturated soil subjected to cyclic loading	32
Load–settlement behaviour of membrane-confined grouted pile: experimental and analytical study	32
Evolution of the pore structure and permeability of thermally desorbed diesel-contaminated soils	32
A three-dimensional particle finite element model for simulating soil flow with elastoplasticity	32
A critical state-based thermo-elasto-viscoplastic constitutive model for thermal creep deformation of frozen soils	31
Physical meaning and mechanical effects of the neutral stress and effective stress in unsaturated soils	31
Hydraulic conductivity and microscopic properties of sodium hexametaphosphate-amended sand-sodium-activated calcium bentonite backfill in vertical cutoff walls exposed to lead-contaminated groundwater	31
Progressive collapse analysis and robustness evaluation of a propped excavation failed due to inappropriate strut removal	31
Stability analysis of reservoir slopes under fluctuating water levels using the combined finite-discrete element method	30
Investigation on compressive and pullout behavior of cast-in situ piles using BOFDA technique	30
Optimal tip shape for minimum drag and lift during horizontal penetration in granular media	30
Lateral dynamics of non-circular piles in layered viscoelastic soils: a semi-analytical approach	30
A coupled hydro-mechanical peridynamic model for unsaturated seepage and crack propagation in unsaturated expansive soils due to moisture change	30
Infiltration characteristics of bentonite-based stabilizing fluid into pore spaces of sand investigated by X-ray micro-CT analysis	30
Experimental study on the water retention behavior of intact loess under mechanical wetting and hydraulic wetting	29
Mechanical parameter identification technique for a bentonite buffer based on multi-objective optimization	29
Stiffness and cyclic responses of kaolin clay at a wide range of strains: the role of structure	29
Evaluating the effect of active ions on the early performance of soft clay solidified by modified biomass waste-rice husk ash	29
Field investigation of ammonia alkali soda residue-based foamed concrete as a subgrade filler	29
An explicit FEM-NN framework and the analysis of error caused by NN-predicted stress	29
Confirmation and utilization of water vapor circulation in soil under temperature gradients	29
Opposite turning hook of crushable sand's stress–dilatancy curve and its prediction	29
The critical state of crushable granular sand	28
Premix–spray biomineralization method for anti-disintegration improvement of granite residual soil	28
Bio-hydrogel and biomineralization in improving water retention ability of sandy soils	28
Shear behaviour of foam-conditioned gravelly clay: insights from unconsolidated undrained triaxial compression tests	28
Finite element modeling of thermo-hydro-mechanical coupled processes in clay soils considering bound water dehydration	28
Time-resolved triggering and runout analysis of rainfall-induced shallow landslides	28
Mechanical degradation and particle breakage of sandstone rockfill material under wetting–drying cycles	27
Undrained monotonic shear behavior of sand mixed with a small amount of fines content	27
Shape effects on penetration of dynamically installed anchors in a transparent marine clay surrogate	27
Deformation characteristics of energy piles subjected to horizontal load under heating–cooling cycles in sand	27
Effect of minerals on the threshold of compacted clay material liners and service life of barriers in municipal solid waste landfills	27
A unified thixotropic fluid model considering stage characteristics for soil liquefaction	27
Role of iron oxide content on mechanical properties of granite residual soil in full suction range	27
Influence of layer thickness on bioremediation of drought-induced soil desiccation cracks using microbially induced calcite precipitation	26
Undrained anisotropy and non-coaxial response of soft clay under monotonic and cyclic shearing with varying principal stress orientations	26
Effect of strength anisotropy on strain localization in natural clay	26
Experimental study on thermal contact resistance between GMZ bentonite block and pellets	26
Shear behaviors and peak friction angle predictions of three critical geomembrane–soil interfaces	26
Experimental study with complete stress state interpretation of undrained monotonic and cyclic simple shear tests with flexible boundaries	26
Multi-effect investigation on desiccation crack evolution and mechanical behavior of swelling clay	26
Three-invariant model and bifurcation analysis of deformation bands for a sandstone subjected to true triaxial loading paths	26
Effects of alkaline solution on shear strength of GMZ bentonite as a buffer/backfill material in China	26
In-depth understanding of porosity evolution in compacted Gaomiaozi bentonite under high-alkaline cement water conditions: from micro- and macro-perspectives	26
Vertical dynamic impedance of pile groups embedded in soils considering the groundwater level	26
Water retention behaviour of 3D-printed double-structured soil	25
Resistive force modeling for shallow cone penetration into dry and wet granular layers	25
Wetting deformation characteristics of soil–rock mixture considering the water-disintegration of red stratum soft rock	25
The high-cyclic model for sand tested beyond the usual ranges of application	25
Cementation and pore-filling mechanisms in cement treated low-plastic clays	25
Small DEM sample size can lead to qualitatively erroneous results	25
Multi-scale characterization of the hydromechanical behavior of a heterogeneous porous sandstone using neutron and X-ray tomographies	25
Coupled hydro-mechanical XFEM analysis for multi-fracturing through an excavation driven by an underlying aquifer: a forensic case study	25
Load transfer of the disconnected pile	25
Self-sealing behavior of annular technological voids between compacted bentonite blocks: insights from the macro- and micro-perspectives	25
Simulation and interpretation of compaction patterns around boreholes excavated in high-porosity rocks	25
Dynamic evaluation of tiered geogrid mechanically stabilized earth (MSE) walls using shake table test	24
Insights on experimental methodologies and theoretical models for microplastics transport in soils and sediments based on meta-analysis	24
Experimental studies on the behavior of a single shaped pile under oblique pullout loads	24
Semi-analytical solutions for soil consolidation induced by drying	24
Undrained cyclic behavior of nanoscale transparent clay under unloading conditions: experiments and simulations	24
The mechanical behaviour of gap-graded soils under triaxial compression and extension loading paths	24
Kinematic response of large diameter floating pipe piles under vertical S-wave loading	24
Pore-scale, mechanical, and hydraulic properties of EICP-treated sand using crude legume ureases with different protein contents	24
Influence of soil–pile interface characteristics on the seismic response of single pile foundations: shaking table testing and numerical simulation	24
Load transfer behavior and interference effect of load distributive compression anchor in residual soil	24
A non-associated fractional-order plasticity model of rockfill material without using yield function	24
Mechanical properties of rockfill under generalized stress conditions: true triaxial testing and constitutive modeling	24
A machine learning-based hybrid GWO-SVR model for assessing slope stability under heavy rainfall	24

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