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 2022-05-01 to 2026-05-01.)
ArticleCitations
Editorial Board246
Pseudo-static interaction domains for caisson foundations157
Effects of crest improvement on the seismic stability of small earth dams133
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions114
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis107
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge104
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test83
Ageing-dependent, multi-hazard fragility of monopile-supported offshore wind turbines82
Wave-focusing to subsurface targets using a switching time-reversal mirror81
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets80
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning69
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods69
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall69
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions66
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading65
Parameters of dynamic compaction based on model test63
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads59
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels57
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials56
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area56
Dynamic response and energy evolution of sandstone under combined dynamic and static loading54
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall54
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation53
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand50
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading50
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures49
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress48
Robustness analysis of HVSR-derived soil fundamental frequency estimates in an urban seismic network48
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy47
Study on three-dimensional penetration mechanism of snowflake pile47
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations46
A novel nonlinear model for liquefaction potential assessment of stone column-improved ground incorporating multiple factors46
Three-dimensional seismic environment effects on bridge fragility46
Seismic resilience assessment of mountain tunnels considering ancillary structures46
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction45
Energy piles thermo-mechanical response to cyclic loading under varying temperature gradients45
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading45
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions44
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling44
An accuracy-improved approach to establish design response spectra for wind turbines43
A comparative shaking table model study on the ground motion amplification effects of calcareous sand and quartz sand43
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading43
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading42
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers42
Experimental studies on the dynamic behaviors of Kunming highly decomposed peat soils41
Wave propagation characteristics and parameter sensitivity analysis of Longmaxi shale in deep oil and gas reservoirs under multiple dissipation mechanisms40
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion40
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train40
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model40
Optimizing seismic performance of self-centering precast concrete bridge columns reinforced with steel and hybrid Steel-BFRP Reinforcement: A parametric study40
Comparison of a tailings material and a natural sand in seismic site response analyses40
Probabilistic prediction of post-earthquake rubble range for RC frame structures39
Study on the influence of wide range pre-shear strain and pre-shear direction on the cyclic dynamic characteristics of sand using discrete element method39
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand39
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect38
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests38
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility38
Theoretical insights into tunnel portal dynamics: effects of SV waves on seismic partitioning and structural strain38
Rapid evaluation of post-earthquake track irregularity and running safety threshold of railway track-bridge systems38
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences37
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)37
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz37
Effects of liquefiable soil spatial distribution on seismic dynamic response of two-story subway stations37
Nonlinear damping baffle-isolated tuned liquid damper for vibration control37
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars37
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach36
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure36
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index36
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths36
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion36
Post-earthquake response and capacity of high-speed railway track-bridge system considering random pier height36
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys36
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics35
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave35
Editorial Board35
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements35
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading35
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions35
A probabilistic-statistical hybrid model for dominant pulses in pulse-like ground motions (PLGMs)34
Seismic response of stepped variable section pile-cap system installed in sandy ground34
A fuzzy-controlled semiactive electromagnetic seismic isolation system for near-fault and far-field motions34
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method34
Seismic performance of utility tunnel and internal pipeline system based on fuzzy probability analysis34
Mechanical response and energy absorption of bridge block with negative Poisson's ratio34
Seismic active earth pressure for bridge abutments based on design response spectrum34
Improved seismic intensity measures and regional structural risk estimation models34
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings33
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components33
Editorial Board33
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations33
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities32
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils32
Ranking Earthquake Prediction Algorithms: A Comprehensive Review of Machine Learning and Deep Learning Methods32
Dynamic response of shield tunnels crossing ground fissures under near-field and far-field seismic excitations32
Experimental and numerical investigation of a novel nested cushion damper for multi-level passive seismic energy dissipation32
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems31
Incorporating layer-specific spatial variability in CPT-based liquefaction assessment: A comparative study of random field and conventional probabilistic approaches31
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method31
The displacement response spectrum based on 2DOF system and its application in the DDBD of isolated railway bridges31
Editorial Board31
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique31
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures31
A machine learning-based ground motion model for the Chilean subduction zone and its application to probabilistic seismic hazard analysis31
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation31
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics31
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis31
Seismic microzonation study on nonlinear site-specific ground response of Burdur soils (SW Türkiye)31
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion31
Characterization of dynamic behavior of clay-gravel mixtures under high cyclic strains in undrained triaxial conditions30
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]30
The type-oriented algorithm for baseline correction of acceleration time histories30
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]30
Derailment of high-speed trains moving on curved and cant rails under seismic loads30
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation30
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria29
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions29
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading29
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions29
Effect of soil-building interaction on dynamic earth pressure on basement walls29
The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves29
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals29
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model28
Dynamic behavior of EPS amended lightweight soil under cyclic loading28
Dynamic behavior of an earth slope, including a tunnel structure28
Numerical simulation and experimental study on the vibration reduction mechanism of four-component local resonance metamaterial with a discrete soft layer28
Examination of the geomechanical characteristics of shallow marine gassy soils in the Bohai Sea with multiple factors28
Investigation of dynamic responses of slopes in various anchor cable failure modes28
Dynamic response and microstructural mechanism of biodegradable Fiber-MICP reinforced loess for earthquake resistant stabilization28
Effects of isolation layer on the segmental tunnel transiting soil-rock strata under transverse excitation28
Sensitivity of seismic pile responses to interface assumptions under SH-wave incidence incorporating the coupling effect between debonding and sliding28
Performance of seismic isolated shield tunnel with longitudinal seismic motion on non-uniform ground - theory analysis and shaking table test28
Editorial Board28
Energy-based evaluation of cyclic shear behaviors of soft clay under mainshock-aftershock sequence loading27
Cyclic and post-cyclic behavior of Qom marl, Iran27
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
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions27
Non-linear study of the method of transition in mixed concrete/steel structures27
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions27
Effect of in-tire backfill material weights on the seismic performance of geogrid-wrapped tire-faced retaining walls27
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action27
Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines27
Analytical solution for longitudinal seismic response of tunnel portal section subjected to SH waves considering wedge topography effect27
The dynamic responses of undisturbed loess to seismic excitation: Centrifugal shaking table test27
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes27
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis27
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations27
A novel strong ground motion duration to reduce computation time of structural time history analysis27
Seismic performance of railway rocking hollow tall piers under near-fault ground motions27
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests27
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure27
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing27
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector27
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions27
Seismic fragility analysis for prestressed concrete containments of nuclear power plants based on stripe-based approach27
Inner-radius-controlled tuning of surface-wave bandgaps in hexagonal locally resonant periodic pile barriers: experiments and complex band-structure modelling27
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum27
Seismic fragility analysis of slopes: Method development, practical application and future prospects27
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method27
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action26
Torsional vibration of a tapered pipe pile considering the circumferential support exerted by the external and internal soils26
Shear dilatancy and friction characteristics of calcareous sand under biaxial rotation of principal stress26
Three-dimensional analytical model for the dynamic interaction between the unsaturated subsoil and surface foundations26
Transient shear response of saturated sands under frequency-controlled cyclic loading26
The generation of uniform hazard Floor Response Spectra26
Quantifying the variation of hydraulic conductivity during seismic liquefaction26
Behaviors of suction bucket foundations in sands under vertical tensile load and seismic action26
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns26
Development of H-shaped hysteretic dampers for steel concentrically braced frames26
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension26
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation25
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand25
Centrifuge modelling of the dynamic response of twin tunnels under train-induced vibration load25
Experimental investigation on the dynamic characteristics of marine soft soil under temperature effects25
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
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel25
Inelastic seismic behaviour of low-rise multistory regular and irregular buildings due to the angle of incidence of ground motions25
Behaviour of tuned hysteretic inerter viscous damper assisted structure subjected to soil dependent stochastic seismic excitation and recorded ground motions25
Response spectrum method for seismic analysis of aboveground structure based on effective frequencies and modes of soil-structure interaction system25
Overturning resistance of rocking columns with novel self-centering unilateral viscous damper pulley systems (SUVDPS)25
An innovative boundary surface model integrating strain rate effect and its application in assessing sliding resistance of a movable subsea mudmat25
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study25
A dual-similarities-based scaled boundary finite element method for site response analysis of complex layered half-planes25
Flowability for viscous fluid flow triggering liquefaction in saturated coral sand subjected to principal stress rotation25
Seismic risk assessment at local scale. Case-study for a neighbourhood from Ploiesti, Romania25
Dynamic response of a three-dimensional cavity in a layered half-space subjected to spherical P-waves24
3D physics-based ground motion simulation and topography effects of the 05 September 2022 MW6.6 Luding earthquake, China24
Estimation of the story response parameters through the seismic input energy for moment-resisting frames24
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables24
Impact of local site effects on seismic risk assessment of reinforced concrete bridges24
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces24
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading24
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis24
Seismic response characteristics of subway station structures in liquefiable sites24
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage24
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices24
Evaluation of the response modification factor of steel buildings with linked columns frame system24
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills24
High-strain dynamic analysis model of open-ended pipe piles that considers effective soil plug24
Experimental and numerical study for seismic response of strip footing on slopes24
Development of low-cost base isolation technique using multi-criteria optimization and its application to masonry building24
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load24
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study24
A dynamic hypoplastic model for soil–structure interfaces incorporating grain breakage24
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils23
Vibration isolation method based on local resonance mechanism for near-field piling in rail transport23
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm23
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings23
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry23
Estimation of modal parameters of structures subjected to known base accelerations: Application to shake table tests23
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences23
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis23
Seismic behavior of buildings with tuned mass friction dampers optimized with a novel PSO-GWO hybrid algorithm23
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation23
An aerodynamics-servo-hydrodynamics-elasticity coupled model for dynamic responses of a floating offshore wind turbine-mooring-anchor-soil system23
Editorial Board23
Editorial Board23
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins23
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach23
Strain-dependent dynamic properties of compacted clay-sand mixtures23
Large-scale shake table testing of shallow tunnel-ground system23
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading23
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration23
Kinematic and inertial influence of a deep embedded foundation on an adjacent shallow foundation23
Artificial seismic waves generation for complex matching conditions based on diffusion model22
A multi-scale deep learning framework for real-time post-earthquake damage estimation leveraging wavelet-driven GoogLeNet-FC22
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation22
Development of new passive vibration control system in coupled structures with block and tackle22
Seismic performance of subway station fitted with rubber bearings via pushover analysis22
Axial kinematic response of an end-bearing pile subjected to seismic P-wave excitation in a double-layered soil22
Microscopic investigation of anisotropy induced by liquefaction history in fine sand using DEM22
On seismic protection of wind turbine foundations founded on liquefiable soils22
Coupling effect of seepage and densification on soil reliquefaction resistance22
Kinematic pile-soil interaction using a rigorous two-parameter foundation model22
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 analys22
Parameter-normalized probabilistic seismic demand model considering the structural design strength for structural response assessment22
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil22
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns22
3D numerical analysis of liquefaction mitigation using ordinary and encased granular columns22
Performance-based liquefaction analysis and probabilistic liquefaction hazard mapping using CPT data within the Fraser River delta, Canada22
Damage-based design of multiple tuned mass dampers to improve the seismic performance of steel frame structures21
Evaluating quasi-elastic behavior in granular Materials: Insights from cyclic loading tests21
Analysis of shock absorption performance of a new staggered story isolation structure under far-field long-period ground motions21
Seismic responses and vulnerability assessment of column-bearing silos with soil-structure interaction21
Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts21
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra21
Nonlinear dynamic assessment of sloshing in a seismically isolated rectangular liquid tank using laminated rubber bearing21
Effect of the transition piece on the natural frequencies of monopile-supported offshore wind turbines21
IDA-based fragility curves for helical pile-supported bridges in cohesive soil21
A novel response-amplified shape memory alloy-based damper: Theory, experiment and numerical simulation21
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