OOIR: Observatory of International Research

Papers

(The H4-Index of Soil Dynamics and Earthquake Engineering is 37. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-09-01 to 2023-09-01.)

Article	Citations
Prediction of ground vibration induced by blasting operations through the use of the Bayesian Network and random forest models	105
Study on the propagation law of tunnel blasting vibration in stratum and blasting vibration reduction technology	94
System response of liquefiable deposits	80
Seismic considerations in design of offshore wind turbines	76
Evaluation of soil liquefaction using AI technology incorporating a coupled ENN / t-SNE model	73
A sand-rubber deformable granular layer as a low-cost seismic isolation strategy in developing countries: Experimental investigation	73
Experimental and numerical investigations on dynamic mechanical responses and failure process of gas-bearing coal under impact load	66
Evaluation of optimal ground motion intensity measures and seismic fragility analysis of a multi-pylon cable-stayed bridge with super-high piers in Mountainous Areas	61
Performance of a nonlinear hybrid base isolation system under the ground motions	61
Optimal design based on analytical solution for storage tank with inerter isolation system	61
Optimal design and seismic performance of tuned fluid inerter applied to structures with friction pendulum isolators	58
Experimental evaluation on rock failure mechanism with combined flaws in a connected geometry under coupled static-dynamic loads	54
Direct evaluation of S-wave amplification factors from microtremor H/V ratios: Double empirical corrections to “Nakamura” method	53
State of art in the worldwide evolution of base isolation design	53
The advancement of seismic isolation and energy dissipation mechanisms based on friction	51
Selection of optimal intensity measures for fragility assessment of circular tunnels in soft soil deposits	51
Effect of particle shape on the liquefaction resistance of calcareous sands	48
Adaptive-passive tuned mass damper for structural aseismic protection including soil–structure interaction	48
Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings	48
Towards the revision of EC8: Proposal for an alternative site classification scheme and associated intensity dependent spectral amplification factors	48
Seismic reliability-based design of hardening and softening structures isolated by double concave sliding devices	47
Seismic fragility assessment of the Daikai subway station in layered soil	46
Resilience assessment of tunnels: Framework and application for tunnels in alluvial deposits exposed to seismic hazard	45
Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand.	45
Numerical investigation on the stress evolution and failure behavior for deep roadway under blasting disturbance	45

Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil	45
Dynamic response and failure mechanism of hydrostatically pressurized rocks subjected to high loading rate impacting	43
Numerical study on seismic response of a rock slope with discontinuities based on the time-frequency joint analysis method	42
Performance evaluation of a MICP-treated calcareous sandy foundation using shake table tests	41
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA	41
Applicability analysis of high-speed railway system under the action of near-fault ground motion	41
Response of low-rise building with geotechnical seismic isolation system	40
Seismic resilient design with base isolation device using friction pendulum bearing and viscous damper	40
Effects of spatial variability of weak layer and seismic randomness on rock slope stability and reliability analysis	38
Effects of activated carbon on liquefaction resistance of calcareous sand treated with microbially induced calcium carbonate precipitation	37
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus	37
A matrix coupled model for vehicle-slab track-subgrade interactions at 3-D space	37
Liquefaction resistance of Fraser River sand improved by a microbially-induced cementation	37