Geotechnical properties of tire-sand mixtures as backfill material for buried pipe installations
dc.authorid | SELCUK, Murat E -- 0000-0003-1890-7965; | |
dc.contributor.author | Terzi, Niyazi Uğur | |
dc.contributor.author | Erenson, Can | |
dc.contributor.author | Selcuk, Murat E. | |
dc.date.accessioned | 13.07.201910:50:10 | |
dc.date.accessioned | 2019-07-29T19:28:53Z | |
dc.date.available | 13.07.201910:50:10 | |
dc.date.available | 2019-07-29T19:28:53Z | |
dc.date.issued | 2015 | |
dc.department | Mühendislik Fakültesi | |
dc.description.abstract | Millions of scrap tires are discarded annually in Turkey. The bulk of which are currently landfilled or stockpiled. These tires consume valuable landfill space or if improperly disposed, create a fire hazard and provide a prolific breeding ground for rats and mosquitoes. Used tires pose both a serious public and environmental health problem which means that economically feasible alternatives for scrap tire disposal must be found. Some of the current uses of scrap tires are tire-derived fuel, creating barrier reefs and as an asphalt additive in the form of crumb rubber. However, there is a much need for the development of additional uses for scrap tires. One development the creation of shreds from scrap tires that are coarse grained, free draining and have a low compacted density thus offering significant advantages for use as lightweight subgrade fill and backfill material. This paper reports a comprehensive laboratory study that was performed to evaluate the use of a shredded tire-sand mixture as a backfill material in trench conditions. A steel frame test tank with glass walls was created to replicate a classical trench section in field conditions. The results of the test demonstrated that shredded tires mixed with sand have a definite potential to be effectively used as backfill material for buried pipe installations. | |
dc.identifier.doi | 10.12989/gae.2015.9.4.447 | |
dc.identifier.endpage | 464 | en_US |
dc.identifier.issn | 2005-307X | |
dc.identifier.issue | 4 | en_US |
dc.identifier.scopusquality | Q2 | |
dc.identifier.startpage | 447 | en_US |
dc.identifier.uri | https://doi.org/10.12989/gae.2015.9.4.447 | |
dc.identifier.uri | https://hdl.handle.net/20.500.12451/6098 | |
dc.identifier.volume | 9 | en_US |
dc.identifier.wos | WOS:000368675300003 | |
dc.identifier.wosquality | N/A | |
dc.indekslendigikaynak | Web of Science | |
dc.indekslendigikaynak | Scopus | |
dc.language.iso | en | |
dc.publisher | Techno-Press | |
dc.relation.ispartof | Geomechanics and Engineering | |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | |
dc.rights | info:eu-repo/semantics/embargoedAccess | |
dc.subject | Tire Rubber | |
dc.subject | Backfill Material | |
dc.subject | HDPE Flexible Pipe | |
dc.title | Geotechnical properties of tire-sand mixtures as backfill material for buried pipe installations | |
dc.type | Article |
Dosyalar
Orijinal paket
1 - 1 / 1
[ X ]
- İsim:
- terzi-niyazi ugur-2015.pdf
- Boyut:
- 965.39 KB
- Biçim:
- Adobe Portable Document Format
- Açıklama:
- Tam Metin / Full Text