Soil Dynamics and Earthquake Engineering

Papers
(The median citation count of Soil Dynamics and Earthquake Engineering is 5. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2022-06-01 to 2026-06-01.)
ArticleCitations
Editorial Board251
Pseudo-static interaction domains for caisson foundations158
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions135
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis116
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test110
Ageing-dependent, multi-hazard fragility of monopile-supported offshore wind turbines105
Wave-focusing to subsurface targets using a switching time-reversal mirror85
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets83
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions81
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods81
Parameters of dynamic compaction based on model test71
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels70
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area69
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall69
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation67
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand63
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures60
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading60
Study on three-dimensional penetration mechanism of snowflake pile58
A novel nonlinear model for liquefaction potential assessment of stone column-improved ground incorporating multiple factors57
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations55
Three-dimensional seismic environment effects on bridge fragility55
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading54
Seismic resilience assessment of mountain tunnels considering ancillary structures54
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling50
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions50
An accuracy-improved approach to establish design response spectra for wind turbines49
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading49
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers49
Experimental studies on the dynamic behaviors of Kunming highly decomposed peat soils48
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model48
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading48
Comparison of a tailings material and a natural sand in seismic site response analyses47
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion47
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand46
Probabilistic prediction of post-earthquake rubble range for RC frame structures46
Study on the influence of wide range pre-shear strain and pre-shear direction on the cyclic dynamic characteristics of sand using discrete element method46
Optimizing seismic performance of self-centering precast concrete bridge columns reinforced with steel and hybrid Steel-BFRP Reinforcement: A parametric study46
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests45
Theoretical insights into tunnel portal dynamics: effects of SV waves on seismic partitioning and structural strain45
Dynamic response and energy evolution of sandstone under combined dynamic and static loading45
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy44
Rapid evaluation of post-earthquake track irregularity and running safety threshold of railway track-bridge systems43
Robustness analysis of HVSR-derived soil fundamental frequency estimates in an urban seismic network43
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning42
Nonlinear damping baffle-isolated tuned liquid damper for vibration control42
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave42
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz41
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys41
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements40
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics40
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress40
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge40
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index39
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars39
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences39
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility38
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions38
Wave propagation characteristics and parameter sensitivity analysis of Longmaxi shale in deep oil and gas reservoirs under multiple dissipation mechanisms38
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect38
Effects of liquefiable soil spatial distribution on seismic dynamic response of two-story subway stations38
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading38
Energy piles thermo-mechanical response to cyclic loading under varying temperature gradients38
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach37
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading37
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)37
Effects of crest improvement on the seismic stability of small earth dams37
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall37
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction37
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths37
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure36
Post-earthquake response and capacity of high-speed railway track-bridge system considering random pier height36
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads36
A comparative shaking table model study on the ground motion amplification effects of calcareous sand and quartz sand35
Seismic response of stepped variable section pile-cap system installed in sandy ground35
Seismic active earth pressure for bridge abutments based on design response spectrum35
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials35
Mechanical response and energy absorption of bridge block with negative Poisson's ratio35
Editorial Board35
A fuzzy-controlled semiactive electromagnetic seismic isolation system for near-fault and far-field motions35
A probabilistic-statistical hybrid model for dominant pulses in pulse-like ground motions (PLGMs)35
Seismic performance of utility tunnel and internal pipeline system based on fuzzy probability analysis34
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils34
Editorial Board34
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations34
Improved seismic intensity measures and regional structural risk estimation models34
Dynamic response of shield tunnels crossing ground fissures under near-field and far-field seismic excitations34
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures33
Effect of in-tire backfill material weights on the seismic performance of geogrid-wrapped tire-faced retaining walls33
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis33
Experimental and numerical investigation of a novel nested cushion damper for multi-level passive seismic energy dissipation33
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique33
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics33
Ranking Earthquake Prediction Algorithms: A Comprehensive Review of Machine Learning and Deep Learning Methods33
Incorporating layer-specific spatial variability in CPT-based liquefaction assessment: A comparative study of random field and conventional probabilistic approaches33
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria33
Editorial Board32
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings32
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis32
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method32
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method32
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems32
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests32
Energy-based evaluation of cyclic shear behaviors of soft clay under mainshock-aftershock sequence loading31
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions31
Seismic microzonation study on nonlinear site-specific ground response of Burdur soils (SW Türkiye)31
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action31
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities31
Non-linear study of the method of transition in mixed concrete/steel structures31
A machine learning-based ground motion model for the Chilean subduction zone and its application to probabilistic seismic hazard analysis31
The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves31
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation30
Characterization of dynamic behavior of clay-gravel mixtures under high cyclic strains in undrained triaxial conditions30
Dynamic response and microstructural mechanism of biodegradable Fiber-MICP reinforced loess for earthquake resistant stabilization30
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations30
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum30
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation30
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components30
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method30
Derailment of high-speed trains moving on curved and cant rails under seismic loads30
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure30
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading29
Effects of isolation layer on the segmental tunnel transiting soil-rock strata under transverse excitation29
Sensitivity of seismic pile responses to interface assumptions under SH-wave incidence incorporating the coupling effect between debonding and sliding29
Examination of the geomechanical characteristics of shallow marine gassy soils in the Bohai Sea with multiple factors29
Dynamic behavior of an earth slope, including a tunnel structure29
Editorial Board29
Investigation of dynamic responses of slopes in various anchor cable failure modes29
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model29
Performance of seismic isolated shield tunnel with longitudinal seismic motion on non-uniform ground - theory analysis and shaking table test29
The displacement response spectrum based on 2DOF system and its application in the DDBD of isolated railway bridges28
Inner-radius-controlled tuning of surface-wave bandgaps in hexagonal locally resonant periodic pile barriers: experiments and complex band-structure modelling28
The type-oriented algorithm for baseline correction of acceleration time histories28
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals28
Dynamic behavior of EPS amended lightweight soil under cyclic loading28
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing28
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]28
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions28
Numerical simulation and experimental study on the vibration reduction mechanism of four-component local resonance metamaterial with a discrete soft layer28
Seismic fragility analysis of slopes: Method development, practical application and future prospects28
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes28
Seismic fragility analysis for prestressed concrete containments of nuclear power plants based on stripe-based approach28
Effect of soil-building interaction on dynamic earth pressure on basement walls28
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion28
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions28
A novel strong ground motion duration to reduce computation time of structural time history analysis28
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions28
Seismic performance of railway rocking hollow tall piers under near-fault ground motions28
Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines28
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]28
A dual-similarities-based scaled boundary finite element method for site response analysis of complex layered half-planes27
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading27
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils27
Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses27
Effect of damping on response spectral ordinates of ground motions recorded on soft soils in the San Francisco Bay Area27
Cyclic and post-cyclic behavior of Qom marl, Iran27
Flowability for viscous fluid flow triggering liquefaction in saturated coral sand subjected to principal stress rotation27
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins27
Transient shear response of saturated sands under frequency-controlled cyclic loading27
The dynamic responses of undisturbed loess to seismic excitation: Centrifugal shaking table test27
Centrifuge modelling of the dynamic response of twin tunnels under train-induced vibration load27
Analytical solution for longitudinal seismic response of tunnel portal section subjected to SH waves considering wedge topography effect27
Strain-dependent dynamic properties of compacted clay-sand mixtures27
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings27
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage27
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions27
Seismic risk assessment at local scale. Case-study for a neighbourhood from Ploiesti, Romania26
The generation of uniform hazard Floor Response Spectra26
A dynamic hypoplastic model for soil–structure interfaces incorporating grain breakage26
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study26
Overturning resistance of rocking columns with novel self-centering unilateral viscous damper pulley systems (SUVDPS)26
An innovative boundary surface model integrating strain rate effect and its application in assessing sliding resistance of a movable subsea mudmat26
Evaluation of the response modification factor of steel buildings with linked columns frame system26
Dynamic response of a three-dimensional cavity in a layered half-space subjected to spherical P-waves26
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation26
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel26
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces26
High-strain dynamic analysis model of open-ended pipe piles that considers effective soil plug26
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action26
An aerodynamics-servo-hydrodynamics-elasticity coupled model for dynamic responses of a floating offshore wind turbine-mooring-anchor-soil system25
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension25
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills25
Corrigendum to “Constant-strength ductility factor spectra of SDOF system considering SSI effects subjected to ground motions of the 2023 Mw 7.7 Pazarcık earthquake” [Soil Dynam Earthq Eng 200 (2026) 25
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading25
Shear dilatancy and friction characteristics of calcareous sand under biaxial rotation of principal stress25
Three-dimensional analytical model for the dynamic interaction between the unsaturated subsoil and surface foundations25
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences25
Behaviors of suction bucket foundations in sands under vertical tensile load and seismic action25
Development of H-shaped hysteretic dampers for steel concentrically braced frames25
Experimental investigation on the dynamic characteristics of marine soft soil under temperature effects25
Behaviour of tuned hysteretic inerter viscous damper assisted structure subjected to soil dependent stochastic seismic excitation and recorded ground motions25
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load25
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study25
Impact of local site effects on seismic risk assessment of reinforced concrete bridges25
Torsional vibration of a tapered pipe pile considering the circumferential support exerted by the external and internal soils25
Quantifying the variation of hydraulic conductivity during seismic liquefaction25
Response spectrum method for seismic analysis of aboveground structure based on effective frequencies and modes of soil-structure interaction system25
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices25
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis25
Large-scale shake table testing of shallow tunnel-ground system25
Development of low-cost base isolation technique using multi-criteria optimization and its application to masonry building24
Inelastic seismic behaviour of low-rise multistory regular and irregular buildings due to the angle of incidence of ground motions24
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables24
Experimental and numerical study for seismic response of strip footing on slopes24
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand24
Vibration isolation method based on local resonance mechanism for near-field piling in rail transport24
Seismic behavior of buildings with tuned mass friction dampers optimized with a novel PSO-GWO hybrid algorithm24
Seismic response characteristics of subway station structures in liquefiable sites24
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm24
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns24
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation24
Estimation of the story response parameters through the seismic input energy for moment-resisting frames23
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector23
Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper23
Seismic performance assessment of a base-isolated hospital building subjected to February 6, 2023, Kahramanmaraş, Türkiye earthquakes (Mw 7.7 Pazarcık and Mw 7.6 Elbistan) and seismic fragility analys23
Analysis of the stochastic dynamic response of Asphalt–concrete core wall dams under near-fault pulse-type stochastic ground motions23
Numerical earthquake-induced landslide hazard assessment at regional scale in the Colombian Andes23
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach23
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry23
3D physics-based ground motion simulation and topography effects of the 05 September 2022 MW6.6 Luding earthquake, China23
An alternate perspective on the critical orientation of horizontal pair of seismic excitations: Theory and illustrations23
Numerical modeling of LEAP-2017 liquefiable sloping ground centrifuge tests using the ISA-hypoplasticity model23
Probabilistic assessment of soil liquefaction-induced failures during the 2023 Kahramanmaraş earthquakes in Türkiye: A case study from Iskenderun city23
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis23
Editorial Board23
Damage identification of arch dams based on post-earthquake residual displacement gradients23
Deformation and acoustic emission characteristics of coal with different water saturations under cyclic load23
A holistic seismic performance evaluation of irregular curved bridges with precast segmental piers considering SSI and depth-varying spatial motion inputs23
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil22
Editorial Board22
Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts22
Coupling effect of seepage and densification on soil reliquefaction resistance22
Seismic performance of subway station fitted with rubber bearings via pushover analysis22
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra22
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration22
Nonlinear dynamic assessment of sloshing in a seismically isolated rectangular liquid tank using laminated rubber bearing22
Evaluating quasi-elastic behavior in granular Materials: Insights from cyclic loading tests22
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns22
Directionality characteristics of ground motion and sliding-block displacement from the 2022 Luding Ms6.8 earthquake, China22
A novel response-amplified shape memory alloy-based damper: Theory, experiment and numerical simulation22
Estimation of modal parameters of structures subjected to known base accelerations: Application to shake table tests22
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation22
Dynamic response of saturated ground subjected to moving loads with variable speeds22
Development of new passive vibration control system in coupled structures with block and tackle22
Experimental investigation on the shear mechanical behavior and energy evolution of sandstone subjected to pre-peak cyclic loading22
On seismic protection of wind turbine foundations founded on liquefiable soils21
Enhancing the overturning resistance capacity of high aspect ratio structure through hybrid base isolation and inter-storey isolation21
Seismic performance of buffer-equipped anchored piles considering end restraints21
Seismic response of moment resistance frame with rigid foundation embedded in a layered half-space: Incident SH waves21
Bearing capacity of shallow foundations accounting for seismic excess pore pressures21
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