Soil Dynamics and Earthquake Engineering

Papers
(The TQCC of Soil Dynamics and Earthquake Engineering is 12. 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 2022-07-01 to 2026-07-01.)
ArticleCitations
Editorial Board258
Pseudo-static interaction domains for caisson foundations163
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis138
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test118
Ageing-dependent, multi-hazard fragility of monopile-supported offshore wind turbines113
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets112
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods87
Parameters of dynamic compaction based on model test83
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area81
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall78
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation74
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand71
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures71
Study on three-dimensional penetration mechanism of snowflake pile68
A novel nonlinear model for liquefaction potential assessment of stone column-improved ground incorporating multiple factors66
Three-dimensional seismic environment effects on bridge fragility65
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations62
Seismic resilience assessment of mountain tunnels considering ancillary structures60
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading60
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling58
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics57
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index55
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences54
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect53
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility53
Deformation-amplified slope-friction self-centering braces for energy dissipation enhancement: Development and validation51
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions51
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading51
Effects of liquefiable soil spatial distribution on seismic dynamic response of two-story subway stations50
Energy piles thermo-mechanical response to cyclic loading under varying temperature gradients50
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers49
Effects of crest improvement on the seismic stability of small earth dams49
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model48
Experimental studies on the dynamic behaviors of Kunming highly decomposed peat soils48
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading48
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion47
Probabilistic prediction of post-earthquake rubble range for RC frame structures46
Comparison of a tailings material and a natural sand in seismic site response analyses46
Theoretical insights into tunnel portal dynamics: effects of SV waves on seismic partitioning and structural strain46
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests45
Robustness analysis of HVSR-derived soil fundamental frequency estimates in an urban seismic network45
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy45
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys43
Rapid evaluation of post-earthquake track irregularity and running safety threshold of railway track-bridge systems43
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge42
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress42
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading41
Post-earthquake response and capacity of high-speed railway track-bridge system considering random pier height41
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning41
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements41
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions40
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials40
Dynamic response and energy evolution of sandstone under combined dynamic and static loading40
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths39
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall39
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions39
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)39
Nonlinear damping baffle-isolated tuned liquid damper for vibration control38
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand38
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads38
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure38
Optimizing seismic performance of self-centering precast concrete bridge columns reinforced with steel and hybrid Steel-BFRP Reinforcement: A parametric study38
Study on the influence of wide range pre-shear strain and pre-shear direction on the cyclic dynamic characteristics of sand using discrete element method38
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction37
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach37
Wave propagation characteristics and parameter sensitivity analysis of Longmaxi shale in deep oil and gas reservoirs under multiple dissipation mechanisms37
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading37
An accuracy-improved approach to establish design response spectra for wind turbines37
Wave-focusing to subsurface targets using a switching time-reversal mirror37
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars36
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading36
Seismic active earth pressure for bridge abutments based on design response spectrum36
Editorial Board36
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz36
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions36
A probabilistic-statistical hybrid model for dominant pulses in pulse-like ground motions (PLGMs)36
A comparative shaking table model study on the ground motion amplification effects of calcareous sand and quartz sand36
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels36
Mechanical response and energy absorption of bridge block with negative Poisson's ratio36
Improved seismic intensity measures and regional structural risk estimation models35
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures35
A fuzzy-controlled semiactive electromagnetic seismic isolation system for near-fault and far-field motions35
Editorial Board35
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique35
Seismic performance of utility tunnel and internal pipeline system based on fuzzy probability analysis35
Dynamic response of shield tunnels crossing ground fissures under near-field and far-field seismic excitations35
Experimental and numerical investigation of a novel nested cushion damper for multi-level passive seismic energy dissipation35
Effect of in-tire backfill material weights on the seismic performance of geogrid-wrapped tire-faced retaining walls34
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis34
Incorporating layer-specific spatial variability in CPT-based liquefaction assessment: A comparative study of random field and conventional probabilistic approaches34
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis33
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method33
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation33
Seismic microzonation study on nonlinear site-specific ground response of Burdur soils (SW Türkiye)33
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests33
Editorial Board33
Non-linear study of the method of transition in mixed concrete/steel structures33
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems33
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method33
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation33
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading32
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model32
Examination of the geomechanical characteristics of shallow marine gassy soils in the Bohai Sea with multiple factors32
Dynamic behavior of an earth slope, including a tunnel structure32
Effects of isolation layer on the segmental tunnel transiting soil-rock strata under transverse excitation32
Sensitivity of seismic pile responses to interface assumptions under SH-wave incidence incorporating the coupling effect between debonding and sliding32
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils31
Editorial Board31
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion31
The type-oriented algorithm for baseline correction of acceleration time histories31
Seismic performance of railway rocking hollow tall piers under near-fault ground motions31
Numerical simulation and experimental study on the vibration reduction mechanism of four-component local resonance metamaterial with a discrete soft layer31
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]31
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals31
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions31
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions31
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]31
Seismic response of stepped variable section pile-cap system installed in sandy ground30
Investigation of dynamic responses of slopes in various anchor cable failure modes30
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure30
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics30
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations30
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions30
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes30
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions30
Energy-based evaluation of cyclic shear behaviors of soft clay under mainshock-aftershock sequence loading30
Inner-radius-controlled tuning of surface-wave bandgaps in hexagonal locally resonant periodic pile barriers: experiments and complex band-structure modelling30
Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines29
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action29
Dynamic behavior of EPS amended lightweight soil under cyclic loading29
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities29
The displacement response spectrum based on 2DOF system and its application in the DDBD of isolated railway bridges29
Characterization of dynamic behavior of clay-gravel mixtures under high cyclic strains in undrained triaxial conditions29
Seismic fragility analysis of slopes: Method development, practical application and future prospects29
The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves29
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum29
Ranking Earthquake Prediction Algorithms: A Comprehensive Review of Machine Learning and Deep Learning Methods29
Effect of soil-building interaction on dynamic earth pressure on basement walls29
Dynamic response and microstructural mechanism of biodegradable Fiber-MICP reinforced loess for earthquake resistant stabilization29
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method29
Derailment of high-speed trains moving on curved and cant rails under seismic loads29
Performance of seismic isolated shield tunnel with longitudinal seismic motion on non-uniform ground - theory analysis and shaking table test29
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations29
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components29
Seismic fragility analysis for prestressed concrete containments of nuclear power plants based on stripe-based approach29
A machine learning-based ground motion model for the Chilean subduction zone and its application to probabilistic seismic hazard analysis28
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing28
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings28
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage28
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins28
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria28
A dual-similarities-based scaled boundary finite element method for site response analysis of complex layered half-planes28
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings28
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions28
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action28
A novel strong ground motion duration to reduce computation time of structural time history analysis28
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils28
Transient shear response of saturated sands under frequency-controlled cyclic loading28
Effect of damping on response spectral ordinates of ground motions recorded on soft soils in the San Francisco Bay Area28
The generation of uniform hazard Floor Response Spectra27
Impact of local site effects on seismic risk assessment of reinforced concrete bridges27
Shear dilatancy and friction characteristics of calcareous sand under biaxial rotation of principal stress27
Response spectrum method for seismic analysis of aboveground structure based on effective frequencies and modes of soil-structure interaction system27
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension27
Seismic risk assessment at local scale. Case-study for a neighbourhood from Ploiesti, Romania27
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces27
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study27
Torsional vibration of a tapered pipe pile considering the circumferential support exerted by the external and internal soils27
Three-dimensional analytical model for the dynamic interaction between the unsaturated subsoil and surface foundations27
Development of H-shaped hysteretic dampers for steel concentrically braced frames27
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel27
Dynamic response of a three-dimensional cavity in a layered half-space subjected to spherical P-waves27
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences27
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) 27
An aerodynamics-servo-hydrodynamics-elasticity coupled model for dynamic responses of a floating offshore wind turbine-mooring-anchor-soil system27
Large-scale shake table testing of shallow tunnel-ground system27
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills26
Behaviour of tuned hysteretic inerter viscous damper assisted structure subjected to soil dependent stochastic seismic excitation and recorded ground motions26
Vibration isolation method based on local resonance mechanism for near-field piling in rail transport26
Overturning resistance of rocking columns with novel self-centering unilateral viscous damper pulley systems (SUVDPS)26
Cyclic and post-cyclic behavior of Qom marl, Iran26
Behaviors of suction bucket foundations in sands under vertical tensile load and seismic action26
High-efficiency analysis of large-scale train–track–bridge systems based on a localized nonlinear stiffness decomposition method26
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load26
Flowability for viscous fluid flow triggering liquefaction in saturated coral sand subjected to principal stress rotation26
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns26
Estimation of the story response parameters through the seismic input energy for moment-resisting frames26
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables26
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading26
Seismic response characteristics of subway station structures in liquefiable sites26
Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses26
Development of low-cost base isolation technique using multi-criteria optimization and its application to masonry building26
3D physics-based ground motion simulation and topography effects of the 05 September 2022 MW6.6 Luding earthquake, China26
Inelastic seismic behaviour of low-rise multistory regular and irregular buildings due to the angle of incidence of ground motions25
High-strain dynamic analysis model of open-ended pipe piles that considers effective soil plug25
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices25
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study25
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector25
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm25
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis25
Strain-dependent dynamic properties of compacted clay-sand mixtures25
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach25
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand25
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading25
An innovative boundary surface model integrating strain rate effect and its application in assessing sliding resistance of a movable subsea mudmat25
Quantifying the variation of hydraulic conductivity during seismic liquefaction25
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation24
Seismic behavior of buildings with tuned mass friction dampers optimized with a novel PSO-GWO hybrid algorithm24
The dynamic responses of undisturbed loess to seismic excitation: Centrifugal shaking table test24
Centrifuge modelling of the dynamic response of twin tunnels under train-induced vibration load24
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry24
Analytical solution for longitudinal seismic response of tunnel portal section subjected to SH waves considering wedge topography effect24
Experimental investigation on the dynamic characteristics of marine soft soil under temperature effects24
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation24
Editorial Board24
A dynamic hypoplastic model for soil–structure interfaces incorporating grain breakage24
Experimental and numerical study for seismic response of strip footing on slopes24
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis24
Evaluation of the response modification factor of steel buildings with linked columns frame system24
Probabilistic assessment of soil liquefaction-induced failures during the 2023 Kahramanmaraş earthquakes in Türkiye: A case study from Iskenderun city23
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
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil23
Damage identification of arch dams based on post-earthquake residual displacement gradients23
Performance-based liquefaction analysis and probabilistic liquefaction hazard mapping using CPT data within the Fraser River delta, Canada23
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra23
Development of new passive vibration control system in coupled structures with block and tackle23
Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper23
An alternate perspective on the critical orientation of horizontal pair of seismic excitations: Theory and illustrations23
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration23
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation23
A framework for rapid seismic performance and fragility analysis of earth slopes considering uncertainties23
Coupling effect of seepage and densification on soil reliquefaction resistance23
Evaluating quasi-elastic behavior in granular Materials: Insights from cyclic loading tests23
Editorial Board23
Deformation and acoustic emission characteristics of coal with different water saturations under cyclic load23
Estimation of modal parameters of structures subjected to known base accelerations: Application to shake table tests23
Nonlinear dynamic assessment of sloshing in a seismically isolated rectangular liquid tank using laminated rubber bearing23
Seismic response and fragility assessment of freestanding objects with random geometry23
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns23
Seismic responses and vulnerability assessment of column-bearing silos with soil-structure interaction22
Seismic performance of subway station fitted with rubber bearings via pushover analysis22
Seismic performance of a scaled three-story braced timber frame building with elastomeric damper through shake-table tests22
Seismic behavior and reinforcement mechanisms of earth dam and liquefiable foundation system by shaking table tests and numerical simulation22
Dynamic characteristics of coral silt with consideration of static-cyclic loading coupling22
Experimental study on the seismic performance of precast segmental unbonded post-tensioned frame piers22
Artificial seismic waves generation for complex matching conditions based on diffusion model22
Kinematic pile-soil interaction using a rigorous two-parameter foundation model22
GST-based polarization approach to picking P-and S-waves arrival time for high-speed rail early warning system22
Microscopic investigation of anisotropy induced by liquefaction history in fine sand using DEM22
Kinematic and inertial influence of a deep embedded foundation on an adjacent shallow foundation22
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