Soil Dynamics and Earthquake Engineering

Papers
(The TQCC of Soil Dynamics and Earthquake Engineering is 11. 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 2021-12-01 to 2025-12-01.)
ArticleCitations
Editorial Board208
Pseudo-static interaction domains for caisson foundations149
Comparison of a tailings material and a natural sand in seismic site response analyses120
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index105
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall96
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading83
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators77
Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution77
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading71
Three-dimensional train–track–bridge coupled dynamics model based on the explicit finite element method70
Wave propagation characteristics and parameter sensitivity analysis of Longmaxi shale in deep oil and gas reservoirs under multiple dissipation mechanisms67
Wave-focusing to subsurface targets using a switching time-reversal mirror67
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility67
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure66
A mechanical model for soil-rectangular tank interaction effects under seismic loading55
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)53
Effects of crest improvement on the seismic stability of small earth dams52
Experimental studies on the dynamic behaviors of Kunming highly decomposed peat soils52
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading51
Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall51
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading50
Nonlinear damping baffle-isolated tuned liquid damper for vibration control50
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels49
Study on the influence of unsymmetrical surcharge on adjacent pile foundations in a coastal soft soil area47
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress47
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand46
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers46
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets44
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis44
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures43
Simulation of near-field pulse-like ground motions using a correlated bimodal fractional stochastic model42
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading42
Seismic performance of short precast bridge columns with grouted splice sleeve (GSS) connectors for shear study: Quasi-static cyclic test and analytical estimation41
Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves41
An accuracy-improved approach to establish design response spectra for wind turbines41
Probabilistic prediction of post-earthquake rubble range for RC frame structures41
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning40
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz40
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions39
Deformational properties of Tianjin soft clay under different cyclic loading modes38
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods38
Post-earthquake response and capacity of high-speed railway track-bridge system considering random pier height38
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion38
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading38
Study on three-dimensional penetration mechanism of snowflake pile38
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations38
Parameters of dynamic compaction based on model test38
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach38
Validation of strain/energy-based pore pressure model in one-dimensional response analyses using centrifuge tests37
Broadband ground motion simulations for Northeast India37
Theoretical insights into tunnel portal dynamics: effects of SV waves on seismic partitioning and structural strain37
Seismic-induced vibration control of a multi-story building with double tuned mass dampers considering soil-structure interaction36
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions36
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion36
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train36
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics36
Dynamic response and energy evolution of sandstone under combined dynamic and static loading36
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave36
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling36
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand36
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy35
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials35
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys35
Seismic performance evaluation of Y-shaped eccentric brace–high-strength steel frame structure based on remote collaborative hybrid test35
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions35
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences35
The deformation characteristics of a kaolin clay under intermittent cyclic loadings34
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements34
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths34
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars34
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads34
Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions33
Knowledge structure and research progress in earthquake-induced liquefaction assessment from 2000 to 2023: A scientometric analysis incorporating domain knowledge33
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect33
Optimizing seismic performance of self-centering precast concrete bridge columns reinforced with steel and hybrid Steel-BFRP Reinforcement: A parametric study33
Corrigendum to “Experimental and numerical study on seismic performance of prefabricated new fly ash foam concrete structure” [Soil Dynam. Earthq. Eng. 178 (2024)108462]33
Editorial Board32
A probabilistic-statistical hybrid model for dominant pulses in pulse-like ground motions (PLGMs)32
Effect of in-tire backfill material weights on the seismic performance of geogrid-wrapped tire-faced retaining walls32
Investigation of dynamic responses of slopes in various anchor cable failure modes32
Performance of microbial induced partial saturation for liquefaction mitigation in sands containing plastic and non-plastic fines32
Seismic active earth pressure for bridge abutments based on design response spectrum32
Editorial Board32
Machine learning models to estimate stress wave velocities of cohesionless soils during triaxial compression influenced by particle characteristics31
Seismic disadvantages and formation mechanism of weak coupling effects in interconnected power infrastructures31
Non-linear study of the method of transition in mixed concrete/steel structures31
Effect of soil-building interaction on dynamic earth pressure on basement walls31
Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings30
Dynamic response of three-dimensional rigid and flexible foundations on layered soils with local inhomogeneities30
Site response analysis of induced seismic events in the CENA region30
Derailment of high-speed trains moving on curved and cant rails under seismic loads30
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions30
The type-oriented algorithm for baseline correction of acceleration time histories30
Cyclic performance of precast hollow core slab to beam connections using innovative assembling technique30
Dynamic behavior of an earth slope, including a tunnel structure30
Corrigendum to “Effect of cyclic loading frequency on cyclic behaviour of saturated sand” [Int. J. Geotech. Eng. 10 (5) (2016) 1–6]30
The combined amplification effects of topography and stratigraphy of layered rock slopes under vertically and obliquely incident seismic waves29
A signal-processing approach to assess viscous-damper absorbing boundary conditions for dry and saturated soils in time domain dynamic problems29
Performance of geotechnical seismic isolation using stone pebble - geogrid layer: Experimental investigation29
Dynamic centrifuge modeling to investigate the deformation mechanism of an embedded cantilever retaining wall with submerged backfill conditions29
Editorial Board29
A modified pressure dependent multi-yield surface model for simulation of LEAP-Asia-2019 centrifuge experiments29
A novel strong ground motion duration to reduce computation time of structural time history analysis29
An unsplit-field viscoelastic complex-frequency-shifted perfectly matched layer for analysis of transient waves in heterogeneous media based on an efficient voxel element method29
A finite element-thin layer element coupling method for near-field wave propagation in fluid-saturated porous media based on u-U dynamic formulation29
Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes29
Experimental study of the influence of gradation on the dynamic properties of centerline tailings sand28
Seismic response of pile-supported embankment in unequal thickness liquefiable soil with V shape underlying stratum28
Periodic wave barriers for the mitigation of surface waves due to moving loads in layered soils28
High-speed railway-induced ground and building vibration: Numerical validation of a spectral element analysis-based sub-model method28
Seismic performance of utility tunnel and internal pipeline system based on fuzzy probability analysis28
Seismic response characteristics of offshore sites in the Sagami Bay, Japan—Part I: Comparison of spectral inversion and ratio under weak motions28
Dynamic response of cylindrical deep buried tunnels in unsaturated soil under axisymmetric explosion loading28
Dynamic response of a half-space with a depression covered by viscous liquid under SH waves28
Topology optimization of periodic pile barriers and its application in vibration reduction for plane waves28
Seismic behavior of dual buckling-restrained steel braced frame with eccentric configuration and post-tensioned frame system27
Energy-based evaluation of cyclic shear behaviors of soft clay under mainshock-aftershock sequence loading27
An analytical solution for the dynamic response of an end-bearing pile subjected to vertical P-waves considering water-pile-soil interactions27
Seismic performance of railway rocking hollow tall piers under near-fault ground motions27
Seismic response of stepped variable section pile-cap system installed in sandy ground27
XGBoost-based prediction of on-site acceleration response spectra with multi-feature inputs from P-wave arrivals27
A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method27
Energy dissipation and damage mechanism of rocks under true triaxial graded perturbations27
Dynamic behavior of EPS amended lightweight soil under cyclic loading27
Mechanical response and energy absorption of bridge block with negative Poisson's ratio27
Seismic response and failure modes analysis of pile foundations in liquefiable soils using various design criteria27
Seismic fragility analysis of nuclear containment structure using Bayesian logistic regression model27
Seismic response of underground stations with friction pendulum bearings under horizontal and vertical ground motions27
Improved seismic intensity measures and regional structural risk estimation models27
Seismic multi-objective stochastic parameters optimization of multiple tuned mass damper system for a large podium twin towers structure27
Centrifuge modeling of seismic loading on a tunnel crossing saturated sand deposits with different relative densities27
Prediction of foundation stiffness and damping ratio under horizontal translation and rocking motion27
Inertial and kinematic demands of isolated pile-supported wharves in liquefiable soils: Centrifuge tests26
Seismic fragility analysis of slopes: Method development, practical application and future prospects26
A novel seismic energy dissipation device: Laboratory tests, mathematical modeling, and numerical analysis26
Response control of multi-storied adjacent buildings using double-compliant liquid dampers-inerter subjected to seismic excitations26
Seismic fragility analysis of underground structures subjected to bi-directional ground motions based on the damage weight coefficients of components26
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper26
The displacement response spectrum based on 2DOF system and its application in the DDBD of isolated railway bridges26
Deep learning application for nonlinear seismic ground response prediction based on centrifuge test and numerical analysis26
Analytical determination of the dynamic response of layered saturated frozen foundation to moving loads under plane strain conditions26
Editorial Board25
Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand25
Theoretical study on the seismic response of a continuous beam bridge with safe-belt devices25
Shaking table test for seismic performance of rock slope reinforced by C&S–R anchor cables25
Response spectrum method for seismic analysis of aboveground structure based on effective frequencies and modes of soil-structure interaction system25
Development of H-shaped hysteretic dampers for steel concentrically braced frames25
Energy response analysis and seismic isolation strategy optimization of high-speed railway bridge-track system under earthquake action25
Experimental comparison of air entrapment capacity in sandy soils for liquefaction mitigation: Evaluating air injection method efficiency in soil desaturation25
Comparative study on the damping-gradient spectral elements for the elastic wave absorbing25
Evaluation of the response modification factor of steel buildings with linked columns frame system25
Correlation between electricity generation of piezoelectric ceramics and cyclic behavior of UGMs under traffic loading25
Estimation of the story response parameters through the seismic input energy for moment-resisting frames25
Cyclic and post-cyclic behavior of Qom marl, Iran25
Behaviors of suction bucket foundations in sands under vertical tensile load and seismic action25
A parametric study of the train-induced vibration of a single pile near an underground railway tunnel25
Seismic response characteristics of subway station structures in liquefiable sites25
Rapid decision-making tool of piloti-type RC building structure for seismic performance evaluation and retrofit strategy using multi-dimensional structural parameter surfaces25
Seismic performance of masonry structures after 06 February 2023 earthquakes; site survey and FE modelling approach24
Analytical solution for longitudinal seismic response of tunnel portal section subjected to SH waves considering wedge topography effect24
Effect of vibratory probe compaction method on bearing capacity of loess investigated via random finite element analysis24
Simplified approach for ground reinforcement design to enhance critical speed24
Reliability evaluation for cantilevered retaining walls considering uncertainty of mainshock-aftershock sequences24
Thermo-seismic performance of the novel thermal anchor pipe frame (TAPF) structure for supporting slope in earthquake-prone permafrost regions24
High-strain dynamic analysis model of open-ended pipe piles that considers effective soil plug24
Effect of damping on response spectral ordinates of ground motions recorded on soft soils in the San Francisco Bay Area24
Centrifuge modelling of the dynamic response of twin tunnels under train-induced vibration load24
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
Experimental study of earthquake resilient precast concrete beam-column-slab joints with bearing-double-stage energy dissipation connector24
The dynamic responses of undisturbed loess to seismic excitation: Centrifugal shaking table test24
Deformation capacity of flexural-controlled SRC columns under lateral cyclic load24
Static and cyclic compressive mechanical characterization of polyurethane-reinforced ballast in a railway24
Experimental study on the seismic behavior of tunnels with distinct surface roughness in liquefiable soils24
Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills24
Predicting permanent slope displacements due to multidirectional earthquake shaking from unidirectional shaking analyses24
Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns23
Seismic performance of precast segmental square hollow columns with different design details: Experimental and numerical study23
Vibration isolation method based on local resonance mechanism for near-field piling in rail transport23
The generation of uniform hazard Floor Response Spectra23
Torsional vibration of a tapered pipe pile considering the circumferential support exerted by the external and internal soils23
Quantifying the effect of ground-motion nonstationarity on the nonlinear dynamic responses of an ultra-high arch dam23
Strain-dependent dynamic properties of compacted clay-sand mixtures23
Impact of local site effects on seismic risk assessment of reinforced concrete bridges23
An innovative boundary surface model integrating strain rate effect and its application in assessing sliding resistance of a movable subsea mudmat23
Experimental study on liquefaction characteristics of saturated Yellow River silt under cycles loading23
Seismic performance assessment of existing low-ductility reinforced concrete double-column bridge piers retrofitted with buckling-restrained braces23
On the influence of cyclic preloadings on the liquefaction resistance of sands: A numerical study23
Fusing damage-sensitive features and domain adaptation towards robust damage classification in real buildings23
Dynamic response analysis of vehicle-track coupled system at subgrade-bridge transition zone in seasonal frozen region under multi-source excitation23
Finite-difference solution for dissipation of excess pore water pressure within liquefied soil stabilized by stone columns with consideration of coupled radial-vertical seepage23
Isolation performance evaluation of base-isolated system with active nonlinear negative stiffness devices23
Seismic response of deep circular tunnels subjected to P-waves: Axial and transverse compression-extension23
IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins23
Shaking table test research on shear behavior of cross-fault geosynthetics reinforced and pile-supported embankment23
Optimal design and numerical studies of negative stiffness device–TMD controlled systems using PSO algorithm23
Quantifying the variation of hydraulic conductivity during seismic liquefaction23
Editorial Board22
Analyzing possible seismic velocity changes in Mexico City using seismic noise interferometry22
Large-scale shake table testing of shallow tunnel-ground system22
Parameter-normalized probabilistic seismic demand model considering the structural design strength for structural response assessment22
Estimation of modal parameters of structures subjected to known base accelerations: Application to shake table tests22
Seismic vulnerability of bhutanese vernacular stone masonry buildings: From damage observation to fragility analysis22
Seismic performance of buffer-equipped anchored piles considering end restraints22
Artificial seismic waves generation for complex matching conditions based on diffusion model22
Nonlinear dynamic assessment of sloshing in a seismically isolated rectangular liquid tank using laminated rubber bearing22
Transverse seismic performance of small and medium-span simply supported bridges with buffered block seismic damping systems22
Cyclic test and numerical analysis of an innovative re-centering SMA cable-wrapped wedge friction damper22
3D physics-based ground motion simulation and topography effects of the 05 September 2022 MW6.6 Luding earthquake, China22
Dynamic resilient modulus of heavy-haul subgrade silt subjected to freeze-thaw cycles: Experimental investigation and evolution analysis22
Kinematic pile-soil interaction using a rigorous two-parameter foundation model22
Seismic response and failure mechanism of caisson: A centrifuge shake-table investigation22
Sensitivity analysis of design parameters on the seismic performance of self-centering precast segmental bridge columns22
A PSHA for Mexico City based solely in Fourier-based GMM of the response spectra22
Enhancing the overturning resistance capacity of high aspect ratio structure through hybrid base isolation and inter-storey isolation22
Coupling effect of seepage and densification on soil reliquefaction resistance22
Flowability for viscous fluid flow triggering liquefaction in saturated coral sand subjected to principal stress rotation22
Control measures of collapse-pounding dynamic responses of adjacent structures under earthquake action22
GST-based polarization approach to picking P-and S-waves arrival time for high-speed rail early warning system22
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration22
An alternate perspective on the critical orientation of horizontal pair of seismic excitations: Theory and illustrations22
Seismic performance of subway station fitted with rubber bearings via pushover analysis22
Effect of strain history on the monotonic and cyclic response of natural and reconstituted silts22
On seismic protection of wind turbine foundations founded on liquefiable soils21
Seismic responses and vulnerability assessment of column-bearing silos with soil-structure interaction21
Numerical earthquake-induced landslide hazard assessment at regional scale in the Colombian Andes21
Effects of different test methods on the seismic dynamic response in inclined liquefiable soil21
A novel response-amplified shape memory alloy-based damper: Theory, experiment and numerical simulation21
Numerical modeling of LEAP-2017 liquefiable sloping ground centrifuge tests using the ISA-hypoplasticity model21
A time-domain approach for the simulation of three-dimensional seismic wave propagation using the scaled boundary finite element method21
IDA-based fragility curves for helical pile-supported bridges in cohesive soil21
Correlating failure strength with wave velocities for cemented sands from the particle-level analysis21
Analysis of shock absorption performance of a new staggered story isolation structure under far-field long-period ground motions21
An experimental and numerical insight into the unbonded and partially bonded high-damping fiber-reinforced elastomeric isolators21
Dynamic characteristics of coral silt with consideration of static-cyclic loading coupling21
Seismic resilient three-stage enhancement for gas distribution network using computational optimization algorithms21
A framework for rapid seismic performance and fragility analysis of earth slopes considering uncertainties21
Probabilistic assessment of soil liquefaction-induced failures during the 2023 Kahramanmaraş earthquakes in Türkiye: A case study from Iskenderun city21
Bearing capacity of shallow foundations accounting for seismic excess pore pressures21
Particle-void fabric and effective stress reduction in cyclic liquefaction of granular soils21
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 analys21
Shaking table test on pipeline tunnel with straight walls crossing soft-hard strata under strong earthquake action21
Performance-based liquefaction analysis and probabilistic liquefaction hazard mapping using CPT data within the Fraser River delta, Canada21
Seismic response and fragility assessment of freestanding objects with random geometry21
Undrained response of fibre reinforced expansive soil subjected to cyclic loading21
Experimental study on the seismic performance of precast segmental unbonded post-tensioned frame piers21
Development of new passive vibration control system in coupled structures with block and tackle21
Deformation and acoustic emission characteristics of coal with different water saturations under cyclic load21
3D numerical analysis of liquefaction mitigation using ordinary and encased granular columns21
Axial kinematic response of an end-bearing pile subjected to seismic P-wave excitation in a double-layered soil21
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