Influence of tire crumbs on mechanical properties of sand-fine soil mixtures
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216275%3A25510%2F22%3A39921196" target="_blank" >RIV/00216275:25510/22:39921196 - isvavai.cz</a>
Result on the web
<a href="https://www.tandfonline.com/doi/full/10.1080/17486025.2019.1688870" target="_blank" >https://www.tandfonline.com/doi/full/10.1080/17486025.2019.1688870</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1080/17486025.2019.1688870" target="_blank" >10.1080/17486025.2019.1688870</a>
Alternative languages
Result language
angličtina
Original language name
Influence of tire crumbs on mechanical properties of sand-fine soil mixtures
Original language description
Population increases everyday which yields to usage of more vehicles for transportation of people and goods which causes increased amount of produced and scrap tires. Storage of scrap tires requires large areas which can be a problem. Scrap tires can also damage environmental, susceptible to fire and may cause health problems for people. Civil engineering applications such as construction of embankments and retaining walls can be a good option for using scrap tires in an environmental friendly way. Mixing some amount of scrap tire with soil to construct embankment and retaining wall can serve as a safe deposition of scrap tires and meet deformation requirements. Therefore, strength properties of scrap tires and soil mixtures should be investigated and determined. In this study, tire crumbs are mixed with sand, fine soil and sand-fine soil's various mixtures. Mixtures are prepared by adding 10%, 20% and 30% tire crumbs by weight of mixtures. Maximum unit weight and optimum water content are determined. Direct shear test is conducted to determine shear strength properties, shear modulus and dilatancy behaviour of mixtures. Tire crumbs decreases unit weight of soil, increases angle of friction of soil. Optimum amount of tire crumb is found 20% of the soil.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Geomechanics and Geoengineering
ISSN
1748-6025
e-ISSN
1748-6033
Volume of the periodical
17
Issue of the periodical within the volume
1
Country of publishing house
US - UNITED STATES
Number of pages
16
Pages from-to
64-79
UT code for WoS article
000496784200001
EID of the result in the Scopus database
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