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Article: Dynamic behavior of geocell-reinforced rubber sand mixtures under cyclic simple shear loading

TitleDynamic behavior of geocell-reinforced rubber sand mixtures under cyclic simple shear loading
Authors
KeywordsCyclic simple shear loading
Damping ratio
Dynamic shear modulus
Geosynthetics
Rubber-sand mixture
Issue Date1-Jan-2023
PublisherElsevier
Citation
Soil Dynamics and Earthquake Engineering, 2023, v. 164 How to Cite?
Abstract

Due to the attributes of low shear modulus and high initial damping, rubber sand mixtures (RSM) can be used as a soil alternative to reduce ground motions when seismic loads are of great concern. However, when RSM is used as a vibration isolation material for geotechnical seismic isolation systems, it suffers from a lack of load-bearing capacity. To overcome this, a three-dimensional interconnected geocell (one type of geosynthetics) is placed within RSM to increase the vertical confinement of the system. In this technical note, to investigate the shear modulus and damping ratio of geocell-reinforced RSM, large-scale cyclic triaxial tests were conducted on specimens prepared with four granulated rubber contents (by weight) and sheared under different cyclic shear strain amplitudes. The results show that Geocell reinforcement can restrict the development of local shear bands in the specimen, weaken the anti-S-shaped characteristics of hysteresis loops and enhance the damping ratio of RSM at large strain amplitudes. The tuck net effect causes an increase in the normal stress of both contact particles, and then leads to the degradation rate of the maximum shear modulus of RSM varying with the rubber content and vertical pressure. The normalized shear modulus degradation curves show the influence range of geocell reinforcement, and demonstrate that a rubber content of 20% for reinforced specimen may be an optimal value from the perspective of the stability of dynamic properties. Additionally, the quantitative analysis of the effect of geocell reinforcement on the mechanical behavior of RSM can provide a reference for subsequent theoretical research and engineering applications.


Persistent Identifierhttp://hdl.handle.net/10722/338483
ISSN
2023 Impact Factor: 4.2
2023 SCImago Journal Rankings: 1.244
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorWu, Mengtao-
dc.contributor.authorTian, Wenhui-
dc.contributor.authorLiu, Fangcheng-
dc.contributor.authorYang, Jun-
dc.date.accessioned2024-03-11T10:29:14Z-
dc.date.available2024-03-11T10:29:14Z-
dc.date.issued2023-01-01-
dc.identifier.citationSoil Dynamics and Earthquake Engineering, 2023, v. 164-
dc.identifier.issn0267-7261-
dc.identifier.urihttp://hdl.handle.net/10722/338483-
dc.description.abstract<p>Due to the attributes of low <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/shear-modulus" title="Learn more about shear modulus from ScienceDirect's AI-generated Topic Pages">shear modulus</a> and high initial damping, rubber sand mixtures (RSM) can be used as a soil alternative to reduce ground motions when seismic loads are of great concern. However, when RSM is used as a <a href="https://www.sciencedirect.com/topics/engineering/vibration-isolation" title="Learn more about vibration isolation from ScienceDirect's AI-generated Topic Pages">vibration isolation</a> material for geotechnical <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/seismic-isolation" title="Learn more about seismic isolation from ScienceDirect's AI-generated Topic Pages">seismic isolation</a> systems, it suffers from a lack of load-bearing capacity. To overcome this, a three-dimensional interconnected <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/geocell" title="Learn more about geocell from ScienceDirect's AI-generated Topic Pages">geocell</a> (one type of geosynthetics) is placed within RSM to increase the vertical confinement of the system. In this technical note, to investigate the <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/shear-modulus" title="Learn more about shear modulus from ScienceDirect's AI-generated Topic Pages">shear modulus</a> and <a href="https://www.sciencedirect.com/topics/engineering/damping-ratio-zeta" title="Learn more about damping ratio from ScienceDirect's AI-generated Topic Pages">damping ratio</a> of geocell-reinforced RSM, large-scale <a href="https://www.sciencedirect.com/topics/engineering/cyclic-triaxial-test" title="Learn more about cyclic triaxial tests from ScienceDirect's AI-generated Topic Pages">cyclic triaxial tests</a> were conducted on specimens prepared with four granulated rubber contents (by weight) and sheared under different cyclic shear <a href="https://www.sciencedirect.com/topics/engineering/strain-amplitude" title="Learn more about strain amplitudes from ScienceDirect's AI-generated Topic Pages">strain amplitudes</a>. The results show that Geocell reinforcement can restrict the development of local shear bands in the specimen, weaken the anti-S-shaped characteristics of <a href="https://www.sciencedirect.com/topics/engineering/hysteresis-loop" title="Learn more about hysteresis loops from ScienceDirect's AI-generated Topic Pages">hysteresis loops</a> and enhance the <a href="https://www.sciencedirect.com/topics/engineering/damping-ratio-zeta" title="Learn more about damping ratio from ScienceDirect's AI-generated Topic Pages">damping ratio</a> of RSM at large <a href="https://www.sciencedirect.com/topics/engineering/strain-amplitude" title="Learn more about strain amplitudes from ScienceDirect's AI-generated Topic Pages">strain amplitudes</a>. The tuck net effect causes an increase in the normal stress of both contact particles, and then leads to the <a href="https://www.sciencedirect.com/topics/engineering/degradation-rate" title="Learn more about degradation rate from ScienceDirect's AI-generated Topic Pages">degradation rate</a> of the maximum shear modulus of RSM varying with the rubber content and vertical pressure. The normalized shear modulus degradation curves show the influence range of <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/geocell" title="Learn more about geocell from ScienceDirect's AI-generated Topic Pages">geocell</a> reinforcement, and demonstrate that a rubber content of 20% for reinforced specimen may be an optimal value from the perspective of the stability of <a href="https://www.sciencedirect.com/topics/earth-and-planetary-sciences/dynamic-characteristics" title="Learn more about dynamic properties from ScienceDirect's AI-generated Topic Pages">dynamic properties</a>. Additionally, the <a href="https://www.sciencedirect.com/topics/engineering/quantitative-measurement" title="Learn more about quantitative analysis from ScienceDirect's AI-generated Topic Pages">quantitative analysis</a> of the effect of geocell reinforcement on the mechanical behavior of RSM can provide a reference for subsequent theoretical research and <a href="https://www.sciencedirect.com/topics/engineering/engineering-application" title="Learn more about engineering applications from ScienceDirect's AI-generated Topic Pages">engineering applications</a>.<br></p>-
dc.languageeng-
dc.publisherElsevier-
dc.relation.ispartofSoil Dynamics and Earthquake Engineering-
dc.subjectCyclic simple shear loading-
dc.subjectDamping ratio-
dc.subjectDynamic shear modulus-
dc.subjectGeosynthetics-
dc.subjectRubber-sand mixture-
dc.titleDynamic behavior of geocell-reinforced rubber sand mixtures under cyclic simple shear loading-
dc.typeArticle-
dc.identifier.doi10.1016/j.soildyn.2022.107595-
dc.identifier.scopuseid_2-s2.0-85140979964-
dc.identifier.volume164-
dc.identifier.eissn1879-341X-
dc.identifier.isiWOS:000882451500003-
dc.identifier.issnl0267-7261-

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