OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 40. 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 2021-11-01 to 2025-11-01.)

Article	Citations
Editorial Board	200
Pseudo-static interaction domains for caisson foundations	146
Macroscopic and mesoscopic dynamic performance of prefabricated polyurethane cured ballasted track-vehicle coupling system under cross-fault seismic loading	115
Dynamic behavior and deformation mechanisms of sand-silt stratified soil under intermittent cyclic loading	105
Numerical investigations on influences of tunnel differential settlement on saturated poroelastic ground vibrations and lining forces induced by metro train	95
Response analysis of single pile embedded in saturated sand under bidirectional cyclic loading	80
Dynamic response and energy evolution of sandstone under combined dynamic and static loading	76
Seepage effect on caisson-soil interface cyclic shearing: Testing and Modeling	70
Understanding fabric evolution and multiple liquefaction resistance of sands in the presence of initial static shear stress	70
Broadband ground motion simulations for Northeast India	67
Parameters of dynamic compaction based on model test	66
Investigation of reasonable shock absorption of asymmetric long-span suspension bridges considering force differences	65
Rapid seismic-damage assessment method for buildings on a regional scale based on spectrum-compatible data augmentation and deep learning	64
Nonlinear damping baffle-isolated tuned liquid damper for vibration control	63
Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution	55
A mechanical model for soil-rectangular tank interaction effects under seismic loading	53
Novel locally resonant and widely scalable seismic metamaterials for broadband mitigation of disturbances in the very low frequency range of 0–33 Hz	53
An advanced assessment framework for seismic resilience of railway continuous girder bridge with multiple spans considering 72h golden rescue requirements	52
Pounding induced overturning resistance of FPB-isolated structures considering soil-structure-interactions	51
Effect of size and strain rate on particle strength and stress–strain properties of rockfill materials	51
Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics	50
An accuracy-improved approach to establish design response spectra for wind turbines	49
Optimizing seismic performance of self-centering precast concrete bridge columns reinforced with steel and hybrid Steel-BFRP Reinforcement: A parametric study	49
Evaluation of soil liquefaction potential using ensemble classifier based on grey wolves optimizer (GWO)	49
Effects of crest improvement on the seismic stability of small earth dams	47

Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall	47
Cumulative effects of cyclic train loading on strains in reinforced soils around tunnels	46
Assessment of the seismic overpressure in flat bottom steel silos based on advanced FE modelling approach	46
Seismic fragility assessment of an in-service piled bridge abutment subjected to a liquefaction-induced lateral spreading and mitigation strategy	44
Analysis of lateral dynamic responses of end-bearing friction pipe pile considering the second-order effect	44
Excess pore water pressure generation in saturated sandy soils subjected to various cyclic stress paths	43
Shaking-table tests on seismic behavior of subway station intersecting the ground fissure	43
Influence of spatial distribution of fine sand layers on the mechanical behavior of coral reef sand	43
Effect of water table on the behaviour of retaining walls and adjacent structures during earthquake loading	43
Experimental and numerical investigation of the seismic behavior of reinforced concrete frames with restricted ductility	42
Relationship between the diameter variation rate of prefabricated segmental tunnels and performance targets	42
Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand	42
Numerical study on dynamic response of submerged tunnel subjected to underwater explosion	41
Study on the propagation characteristics of seismic waves perpendicular to the earth-rock dam axis	41
Initial cyclic shear strain-based pore pressure generation model of saturated sands under cyclic stress loading	40