Bulletin of Engineering Geology and the Environment, Journal Year: 2025, Volume and Issue: 84(5)
Published: May 1, 2025
Language: Английский
Bulletin of Engineering Geology and the Environment, Journal Year: 2025, Volume and Issue: 84(5)
Published: May 1, 2025
Language: Английский
Journal of Building Engineering, Journal Year: 2023, Volume and Issue: 76, P. 107413 - 107413
Published: July 22, 2023
Language: Английский
Citations
13Geosynthetics International, Journal Year: 2024, Volume and Issue: unknown, P. 1 - 14
Published: March 23, 2024
This study proposes soil bags filled with a rubber sand mixture (SFRSM) to enhance the stability of layers for effective seismic isolation. To evaluate dynamic characteristics SFRSM, large-scale cyclic simple shear tests were conducted investigate effects content, vertical pressure, displacement amplitude, fill percentage, and laying scheme. Furthermore, shaking table carried out impact vibration intensity frequency on isolation SFRSM layers. The results indicate that (1) exhibits lower modulus higher damping than traditional rubber-sand layers, suggesting superior energy dissipation capabilities. (2) influenced by percentage scheme, indicating potential creating resilient isolators suited various conditions. (3) isolating efficacy is due its high-frequency vibrations, threshold reducing as more are implemented. In summary, these experimental provide evidence proposed innovative strategy enhances strength stiffness original layer, making it well-suited design applications in low-rise buildings less-developed regions.
Language: Английский
Citations
5Bulletin of Earthquake Engineering, Journal Year: 2022, Volume and Issue: 21(8), P. 3797 - 3821
Published: Dec. 9, 2022
Language: Английский
Citations
22Bulletin of Earthquake Engineering, Journal Year: 2022, Volume and Issue: 21(8), P. 3905 - 3922
Published: Oct. 26, 2022
Abstract We present the results of forced-vibration experiments performed at large-scale prototype structure EuroProteas founded on gravel-rubber mixture (GRM) layers acting as a means Geotechnical Seismic Isolation (GSI). Three GRM with different rubber content per weight (0%, 10%, and 30%) but same mean grain size ratio were used foundation soil. Each GRM-structure system was subjected to harmonic forces in wide range excitation frequencies force amplitude. It found that 0.5 m thick soil layer 30% can effectively isolate structure. The strong effect fraction expressed detected period elongation dominating rocking component which leads more “rigid-body” response Moreover, developed base shear moment are significantly reduced regardless frequency, while increased damping important energy dissipation demonstrate effectiveness layer. Overall, experimental demonstrated use GSI be considered low-cost alternative seismic isolation technique.
Language: Английский
Citations
19Soil Dynamics and Earthquake Engineering, Journal Year: 2024, Volume and Issue: 178, P. 108463 - 108463
Published: Jan. 14, 2024
Language: Английский
Citations
4Journal of Earthquake Engineering, Journal Year: 2024, Volume and Issue: 28(9), P. 2422 - 2439
Published: Feb. 12, 2024
This paper provides new and useful insights into the performance efficiency of geotechnical seismic isolation (GSI) systems with gravel-rubber mixtures containing 10%, 25% 40% volumetric rubber content (VRC). Finite element numerical models were developed in OpenSees subjected to sinusoidal ground motions varying input base acceleration frequency. The best was attained for VRC = at a frequency 8 Hz. Using newly GSI index, energy dissipation found vary between good excellent, while that 10% is poor.
Language: Английский
Citations
4Chemical Engineering Journal, Journal Year: 2024, Volume and Issue: 495, P. 153351 - 153351
Published: June 21, 2024
Assessing the material ramifications of waste tire rubber stands as a pivotal endeavor for its practical utility. Dynamic leaching analysis emerges indispensable in delineating potentialities within sustainable engineering domains. Waste materials stemming from recycling industries, notably polyurethane-coated (PUcR), may exhibit promising viability owing to attenuated leaching, thus fostering circular economy paradigm. Towards this end, up-flow column percolation tests were conducted on recycled rubber-soil mixture (RSM) alongside PU-coated (PUcRSM). Analysis through Inductively Coupled Plasma-Atomic Emission Spectroscopy (ICP-AES) unveiled dynamics assorted metals RSM and PUcRSM, showcasing markedly diminished cumulative zinc content (by 99.4 %) coupled with mitigated electrical conductivity, redox potential, eluate pH. Leveraging HYDRUS-1D analytical modeling predicated advection–dispersion equation further underscored these insights. These findings suggest that PUcR presents itself viable option, distinguished by leachability, suitable wide array applications. applications include vibration damping infrastructure, tunnel linings, asphalt roads, rubberized concrete, lightweight backfill bridges retaining walls, among others. This initiative will contribute substantial quantity over 1 billion used tires produced annually, ultimately supporting ethos assured adaptable repurposing industries.
Language: Английский
Citations
4Soil Dynamics and Earthquake Engineering, Journal Year: 2025, Volume and Issue: 192, P. 109266 - 109266
Published: Feb. 8, 2025
Language: Английский
Citations
0Mechanics of Advanced Materials and Structures, Journal Year: 2025, Volume and Issue: unknown, P. 1 - 12
Published: March 2, 2025
Language: Английский
Citations
0Geotechnical, geological and earthquake engineering, Journal Year: 2025, Volume and Issue: unknown, P. 349 - 360
Published: Jan. 1, 2025
Language: Английский
Citations
0