Soil Dynamics and Earthquake Engineering

Papers
(The TQCC of Soil Dynamics and Earthquake Engineering is 9. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Analysis of the importance coefficient of offshore bridges under earthquakes based on seismic fragility and incremental dynamic analysis142
Pore water pressure generation and sensitivity aspects for pile dynamics and capacity loss: CPTu records and case studies123
An experimental evaluation of helical piles as a liquefaction-induced building settlement mitigation measure98
Effect of static shear stress on cyclic behaviors of medium-dense sand under multi-directional cyclic simple shear loading92
Cyclic behavior and liquefaction resistance of sand with partial bagasse replacement85
Ground-motion generations using Multi-label Conditional Embedding–conditional Denoising Diffusion Probabilistic Model (ML–cDDPM)78
Vibration mitigation of a transit-oriented development building based on periodic theory76
Nonlinear damping baffle-isolated tuned liquid damper for vibration control73
Structural damages during the February 06, 2023 Kahramanmaraş Earthquakes in Turkey71
Generalized solution for tunnel longitudinal response to fault movement71
Systematic seismic simulation for nuclear island buildings in CPCRF site: Insights into interfacial discontinuity66
Laboratory investigation on the influence of sedimentation state on small-strain shear modulus in marine layered soils64
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading60
Dynamic impact performance of cemented tailings backfill in a water-bearing environment: Coupling effects and damage characteristics55
Mechanical properties and safety analysis of rack railways under seismic loads with different connection methods54
Parametric analysis of sedimentary V-shaped canyon for seismic response of canyon-crossing bridges53
Absorbing boundary conditions in material point method adopting perfectly matched layer theory51
Seismic evaluation of helical soil-nailed walls using shaking table testing49
Assessment of existing Vs-Lab correlations regarding Eastern Canadian clays48
Efficient simulation of stochastic seismic response of long-span bridges in river valleys using hybrid BEM-FEM47
Influence of facing conditions on the dynamic response of back-to-back MSE walls45
Test and simulation on tall reinforced concrete bridge bents with shear links as structural fuses components45
Improved computational methods for probabilistic liquefaction hazard analysis45
Experiment investigation and dynamic responses of three-dimensional isolation system with high-static-low-dynamic stiffness44
Experimental study on vertical seepage of coarse-grained calcareous sand44
Optimal design of dual isolated structure with supplemental tuned inerter damper based on performance requirements42
Design concepts and seismic behavior of ductile linked rocking steel frames42
Deformational properties of Tianjin soft clay under different cyclic loading modes42
Experimental study of magnetic bistable nonlinear energy sink for structural seismic control42
Dynamic characteristics of deposit slope under coupled action of earthquake and rainfall41
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels40
Empirical predictive models for fling step and displacement response spectra based on the NESS database39
A comprehensive numerical analysis of EQ-induced lateral earth pressure on structures basement walls39
Field testing study on jacked pile penetration characteristics in laminated clay based on FBG sensing technology39
Comparative analysis of Rayleigh and Love waves detected propagating in the Nobi and Kanto basins during the 2004-, 2007- Chuetsu and 2011 Tohoku earthquakes38
Dynamic response of a transversely isotropic and multilayered poroelastic medium subjected to a moving load38
An open-source ABAQUS UEL implementation of SBPML for wave problems38
Seismic performance of a novel partly precast RC shear wall with double precast edge members and a central T-shape CIP member38
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading36
Stiffness and damping properties of railway ballast aggregate considering influence of degradation of aggregate and incorporation of crumb rubber36
Nonlinear ground acceleration tracking mechanism for seismic control of high-rise buildings considering soil-structure interaction36
Dynamic response of undisturbed loess slope based on dynamic centrifugal testing36
Discussion on “Modelling efficiency of fluid viscous dampers positioning for increasing tall buildings' Resilience to earthquakes induced structural vibrations” by Sharma et al., Soil Dynamics and Ear36
Application of innovative multi-directional laminar shear box to evaluate seismic soil – Pile foundation – Nuclear power plant interaction36
Centrifuge test study on the influence mechanism of anchor cable installation on the seismic response of pile‒anchor structures36
Corrigendum to ‘Life-cycle seismic fragility and resilience assessment of aging bridges using the endurance time method’. [Soil Dynam Earthq Eng 164 (2023) 107524]36
Interface boundary technique of hybrid test for seismic ground response analysis36
On the determination of cyclic shear stress for soil liquefaction triggering in centrifuge model test35
Probabilistic prediction of post-earthquake rubble range for RC frame structures34
Lifetime response of a liquefiable soil foundation-embankment system subjected to sequences of mainshocks and aftershocks34
Life-cycle seismic fragility and resilience assessment of aging bridges using the endurance time method34
Vibration mitigation in porous soil using periodic rock-socketed pile barriers34
Selection of optimal seismic intensity measures using fuzzy-probabilistic seismic demand analysis and fuzzy multi-criteria decision approach34
Numerical investigation and estimation of active earth thrust on gravity retaining walls under seismic excitation34
Experimental and numerical studies of a novel three-dimensional isolation device incorporating disc springs with U-shaped dampers33
Seismic vulnerability of shallow tunnels subjected to far-field long-period ground motions32
Shear rate effect on clay-structure interface strength properties in various interface boundary conditions32
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)32
Research on modal combination coefficients considering the spectral characteristics of strong ground motion32
Centrifuge modeling studies on effects of composition on liquefaction of mine waste rock31
The deformation characteristics of a kaolin clay under intermittent cyclic loadings31
Dynamic response of the multilayered half-space medium due to the spatially periodic harmonic moving load31
Cyclic cumulative strain of coarse-grained soil under large cyclic stress amplitude31
Shaking table test study of nuclear power plant model considering soil-structure interaction effect31
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz31
Parameters of dynamic compaction based on model test30
Seismic behavior, blast response and progressive collapse of RC structures equipped with viscoelastic dampers30
Effect of water table level on metro-induced vibrations received by adjacent historical buildings30
Relative stability analysis for robustness design of real-time hybrid simulation30
Elastodynamic wave propagation modelling in geological structures considering fully-adaptive explicit time-marching procedures30
A new machine learning approach for estimating shear wave velocity profile using borelog data30
Extension of the SMP, AFMP, and NADP procedures to one-way asymmetric-plan tall buildings29
Seismic response of elevated RC tanks equipped with the seesaw system29
Basic numerical modelling issues in dynamic soil-tunnel interaction29
Post-earthquake seismic assessment of residential buildings following Sarpol-e Zahab (Iran) earthquake (Mw7.3) – Part 2: Seismic vulnerability curves using quantitative damage index29
Shear modulus from SPT N-values with different energy values29
A homogenization approach to estimate the shear modulus of spatially variable soil materials29
Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution29
Estimating free field seismic settlement history in a saturated layered soil profile29
A mechanical model for soil-rectangular tank interaction effects under seismic loading28
Experimental and analytical investigation on the lateral response of ball rubber bearing isolators28
Editorial Board28
Comparison of a tailings material and a natural sand in seismic site response analyses28
An approach for estimating the response of steel moment resisting frames to pulse-like ground motions27
Multi-drive level Vibroseis test to evaluate the non-linear response of soft soils27
Broadband ground motion simulations for Northeast India27
Effect of fractional interporosity flow on elastic waves propagation through a fluid-saturated double-porosity interlayer27
Research on interaction relationship and seismic performance efficiency of corrugated steel-plate composite shear wall26
Investigation of dynamic responses of three-sided underpass culvert under near-fault and far-fault ground motions considering soil-structure interaction26
Editorial Board26
Reply to the discussion by Z.Zembaty on “seismic responses of near-fault building clusters including in-plane rotational component in investigated lump model of earth medium” [Soil Dyn Earthq Eng 167 26
Deep shear wave velocity profiles in the Mississippi embayment from surface wave measurements26
Automated detection of velocity pulses in ground motions based on adaptive similarity search in response spectrum26
Investigating the effects of structural parameters on seismic aggravation of two-dimensional sedimentary valleys26
Inclusion of site-effects: An approach coherent with contemporary event-based PSHA practices26
Seismic fragility assessment of the innovative and optimal box-shaped dampers in steel frame structures26
Editorial Board26
Influence of extent of remedial ground densification on seismic site effects via 2-D site response analyses26
Wave-focusing to subsurface targets using a switching time-reversal mirror26
Simulation of the 2022 Mw 6.6 Luding, China, earthquake by a stochastic finite-fault model with a nonstationary phase26
Microstructural effects on dynamic response of rigid and flexible pavements to moving load under plane strain26
Passive seismic inversion of SH wave input motions in a truncated domain26
Initiation process of tension cracks in soil embankment on liquefied sandy ground investigated from centrifuge model test26
Seismic performance of rubber-sand mixture as a geotechnical seismic isolation system using shaking table test26
Time-weighted average shear wave velocity profiles from surface wave tests through a wavelength-depth transformation26
An accuracy-improved approach to establish design response spectra for wind turbines26
Numerical investigation of the effects of symmetric and eccentric earthquake-induced pounding on accelerations and response spectra for two-storey structures26
Spectral representation-based efficient simulation method for fully non-stationary spatially varying ground motions25
Seismic demands of structural and non-structural components in self-centering precast concrete wall buildings25
Influence of the pinching behavior of the damper on seismic performance of low-damage self-centering precast concrete frames25
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis25
Train-induced vibration and subsidence prediction of the permafrost subgrade along the Qinghai-Tibet Railway25
Energy-based liquefaction evaluation for induced strain and surface settlement ― evaluation steps and case studies ―25
Analytical method for determining displacement and bending moment of embedded cantilever retaining walls subjected to pseudo-static earthquake accelerations25
A stochastic approach for the generation and combination of vertical and horizontal strong ground motion25
Influence of soil structure interaction effects on the real elastic axis of asymmetric buildings25
Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading25
Numerical investigation of inside peak particle velocities for predicting the vibration influence radius of vibratory pile driving25
Analytical seismic model for a tunnel with segmental liner buried in the half-space soil25
Nonlinear seismic response of the bridge pile foundation with elevated and embedded caps in frozen soils25
Scaling of earthquake ground motions for tri-directional nonlinear response history analyses of reinforced concrete rectangular bridge piers24
Seismic performance of precast concrete walls with grouted sleeve connections using large-diameter bars24
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure24
Design and seismic evaluation of MRFs in DC2 ductility class introduced in the new prEN1998 draft and comparison with TPMC24
Stone column strategies for mitigating liquefaction-induced uplift of tunnels24
Multiple tuned inerter-based dampers for seismic response mitigation of continuous girder bridges24
Seismic response analysis of Dagangshan arch dam during 2022 Luding Ms 6.8 earthquake using source-to-structure simulation24
Development, characterization, and seismic application of a shape memory alloy-based self-centering damper23
Full-scale cyclic testing of an innovative energy dissipating device for seismic resiliency23
The influence of cyclic preloadings on cyclic response of Zbraslav sand23
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion23
Study on the seismic mitigation effects of inerter isolated storage tanks23
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading23
A displacement/damage controlled seismic design method for MRFs with concrete-filled steel tubular columns and composite beams23
Seismic performance of RC frames with self-centering precast post-tensioned connections considering the effect of infill walls23
Soil-structure interaction effects on out-of-plane seismic response and damage of masonry buildings with shallow foundations22
Hypoplastic model for sand under multidirectional shearing conditions considering fabric change effect22
Pseudo-static interaction domains for caisson foundations22
Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands22
Risk assessment of CLT-RC hybrid building: Consideration of earthquake types and aftershocks for Vancouver, British Columbia22
A predictive model for determination of sand liquefaction potential based on energy method22
Seismic response of a shield tunnel crossing saturated sand deposits with different relative densities22
Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave22
Adaptive parameter calibration of UKF towards optimal model updating in real-time hybrid simulation22
Editorial Board22
Seismic pseudo-static active earth pressure of narrow c-φ soils on gravity walls under translational mode22
Study on dynamic shear properties of sulfate saline soil- geotextile interface with different salt content22
Effect of stress-induced anisotropy on shear modulus response of compacted coal ash under small-strain dynamic loading conditions22
Screening of seismic records to perform time-history dynamic analyses of tailings dams: A power-spectral based approach22
Gaussian random field based correlation model of building seismic performance for regional loss assessment22
Editorial Board22
3D structure-soil-structure interaction in an arbitrary layered half-space22
Probabilistic seismic hazard mapping of National Capital Region of India using a modified gridded seismicity model22
A Vertical-to-horizontal spectral ratio model for India22
Modelling and validation of liquefaction potential index of fine-grained soils using ensemble learning paradigms22
Statistical calibration of two-dimensional seismic aggravation effects for homogeneous basins21
Scattering of harmonic P1 and SV waves by a shallow lined circular tunnel in a poroelastic half-plane21
Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations21
Investigation of the dynamic response of h-type anti-slide pile based on shaking table test21
Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence21
Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation21
Editorial Board21
Ground response and liquefaction evaluations for the 2017 Pohang, Korea, earthquake based on shear wave velocity profiles estimated by microtremor array measurements21
Scattering of SH waves by elliptical cavity and type-III crack in deep anisotropic geology21
A novel constrained UKF method for both updating structural parameters and identifying excitations for nonlinear structures21
A machine learning-based hybrid seismic analysis of a lead rubber bearing isolated building specimen21
Revisiting equivalent tuned mass damper analogy for tuned liquid damper utilizing CFD-FEA framework21
Editorial Board21
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train21
The effects of initial static deviatoric stress on liquefaction and pre-failure deformation characteristics of saturated sand under cyclic loading21
In-situ measurements and data analysis of environmental vibrations induced by high-speed trains: A case study in North-Western Turkey20
Approximate decoupling of topographic, stratigraphic and valley effects on the peak seismic acceleration20
Dynamic cross-interaction between two adjacent rocking blocks20
Analysis of vibration mitigation for CFG pile-supported subgrade of high-speed railway20
Contribution to the seismic microzonation of Lisbon based on the integration of geological, geophysical, and geotechnical data20
Large-scale shake table testing of pile group-bridge model in inclined liquefiable soils with overlying crusts20
Prediction model for small-strain shear modulus of non-plastic fine–coarse-grained soil mixtures based on extreme void ratios20
Observations and challenges in simulating post-liquefaction settlements from centrifuge and shake table tests20
Dynamic response of fractional poroviscoelastic layered media subjected to moving loads20
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences20
Seismic performance assessment of a super high-rise twin-tower structure connected with rotational friction negative stiffness damper and lead rubber bearing20
Dynamic responses and cumulative damage of coastal bridges subjected to extreme sequential earthquake-tsunamis20
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect20
Monotonic and cyclic behaviour of sand in direct simple shear test conditions considering low stresses20
Improving soil liquefaction prediction through an extensive database and innovative ground motion characterization: A case study of Port Island liquefied site20
AI-driven predictions of the dynamic properties of fine-grained soils in South Italy based on laboratory testing20
Effectiveness of vector intensity measures in probabilistic seismic demand assessment20
Horizontal capacity of base isolation rubber devices under large vertical design stress, valued through full-scale tests20
Tube-in-tube rigid beam to CFT column connection in moment-resisting frames: An experimental study20
Distribution and dissipation laws of excess pore water pressure based on pile-soil interface during pile-sinking in saturated clay19
Role of grain size and shape on undrained monotonic shear, liquefaction, and post-liquefaction behaviour of granular ensembles19
A numerical separation method for incident wave of ground motion in time domain19
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials19
Plane SV-waves scattering by seawater convex surface topography and underlying lined tunnel in a saturated half-space19
Steady-state dynamic response analysis of self-centering structural systems with viscous damping19
Experimental and theoretical analysis of novel shear - Flexural combined metallic damper19
Influence of anisotropy on liquefaction/reliquefaction resistance of granular materials and its quantitative evaluation19
Effects of prior non-liquefying undrained cyclic loading on sand liquefaction resistance via discrete element analysis19
Seismic site response analysis of liquefiable soil deposits focusing on the ground surface response spectrum19
Influence of reinforcement design on seismic stability of full-height panel MSE walls19
The effect of surficial soil on the seismic response characteristics and failure pattern of step-like slopes19
Nonlinear seismic analysis of a train-tunnel-soil system and running safety assessment of metro vehicles19
Analysis of the efficiency of intensity measures from real earthquake data recorded in buildings19
Using the value of information to decide when to collect additional data on near-surface site conditions19
Effect of flexibility ratio on seismic response of rectangular tunnels in sand: Experimental and numerical investigation19
Numerical and experimental investigations on the seismic response of continuous girder bridge using winding rope fluid viscous dampers18
Dynamic response of sheet‒pile groin under tidal bore considering pile‒pile mutual interaction and hydrodynamic pressure18
One-dimensional shear-wave velocity profile inversion using deep learning guided by wave physics18
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions18
Correlation of CPT measurements and relative density of LEAP-2017 and LEAP-2020 centrifuge models18
Liquefaction mitigation methods for existing shallow-founded elongated structures on horizontal or mildly-inclined ground18
Spectrum-matched ground motion selection method based on Siamese Convolutional Neural Networks18
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics18
Performance based design of Tension Leg Platforms under seismic loading and seabed liquefaction: A feasibility study18
Experimental and numerical study on the seismic performance of barbell-shaped shear walls with partial application of UHPC18
Investigation on the cyclic shear properties of steel-crushed red mudstone particles interface18
Undrained dynamic response of naturally high-strength sensitive clay to bidirectional cyclic loadings under the plane strain condition18
Ultimate bearing capacity of sand under lateral movement of buried pipelines18
In-situ shear-strain profile assessment in geotechnical array with ground motion data18
Stability of slopes in partially saturated soils: Incorporating the combined effects of seismic forces and pore water pressure18
Study on three-dimensional penetration mechanism of snowflake pile18
Performance test and finite element modeling of variable damping viscous damper18
Effect of soil spatial variability on characteristics of depth-varying multi-support seismic motions at offshore sites17
Analysis of simplified time of liquefaction triggering methods by laboratory tests, physical modelling and numerical analysis17
Multichannel analysis of surface waves based on short array stacked Correlation gather17
Probabilistic sensitivity matrices under stressor uncertainty17
Performance assessment for self-centering systems considering ground motion duration: Part 2 – Evaluation of structural collapse capacity17
Time-varying modal identification of structures under seismic excitations using a novel time-frequency method17
Performance assessment for self-centering systems considering ground motion duration: Part 1 – Evaluation of structural behaviors and damage development17
Kinematic response of pile groups and piled rafts to a distant stationary or moving harmonic load via the FEM17
Quasi-static cyclic loading experiment and analysis of mechanical properties of the Sc-FSB17
Steady-state dynamic response analysis of single-degree-of-freedom dual frame-wall resilient system17
Dynamic response and energy evolution of sandstone under combined dynamic and static loading17
Experimental and numerical studies on the seismic response of adjacent horizontal parallel tunnels17
Efficient calculation method for dynamic behaviour and seismic performance of reciprocal structures based on condensed nodal coding system17
Effect of fluid-solid coupling on seismic performance of underground structures in water-saturated soil: A case study of a 3-story 3-bay subway station17
Probabilistic assessment of seismic earth pressure against backfills with a nonlinear failure criterion17
A framework for nonlinear peak response evaluation from linear response spectra of base-isolated structures using the bilinear hysteretic model17
Horizontal dynamic response of partially embedded single pile in unsaturated soil under combined loads17
Three-dimensional bending and free vibration analyses of laminated cylindrical panel with/without elastic foundation using two-dimensional discrete method17
Damage evaluation of column bases in steel moment-resisting frames based on fishbone model and Bayesian model updating17
Discrete element simulation on the behavior of open-ended pipe pile under cyclic lateral loading17
Effect of nearby ground structures on the seismic response of underground structures in saturated sand17
Seismic isolation effect of unconnected piles-caisson foundation: Large-scale shake table tests17
Seismic response of subway station subjected to mainshock-aftershock sequences by centrifuge shaking table tests17
Stochastic analysis of the seismic performance of sheet-pile walls supporting heterogeneous liquefiable ground17
Scattering of plane waves by a 3D canyon in a transversely isotropic fluid-saturated layered half-space17
AI-assisted analytical model of seismic displacement estimation for frictional isolated bridge portfolios under pulse-like ground motions17
Study on the liquefaction characteristics of saturated sands by millisecond delay blasting17
The variation characteristics of dynamic shear stress reduction coefficient rd in loess tunnel stratum17
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