| dc.creator |
MOROVA, Nihat |
|
| dc.creator |
TERZİ, Serdal |
|
| dc.date |
2015-09-02T10:00:38Z |
|
| dc.date.accessioned |
2019-07-09T11:58:41Z |
|
| dc.date.available |
2019-07-09T11:58:41Z |
|
| dc.identifier |
http://dergipark.org.tr/sdufenbed/issue/20807/222177 |
|
| dc.identifier |
10.19113/sdufbed.65897 |
|
| dc.identifier.uri |
http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/45911 |
|
| dc.description |
In this study usability of waste colemanite which is obtained after cutting block colemanite for giving proper shape to blocks as an aggregate in hot mix asphalt. For this aim asphalt concrete samples were prepared with four different aggregate groups and optimum bitumen content was determined. First of all only limestone was used as an aggregate. After that, only colemanite aggregate was used with same aggregate gradation. Then, the next step of the study, Marshall samples were produced by changing coarse and fine aggregate gradation as limestone and colemanite and Marshall test were conducted. When evaluated the results samples which produced with only limestone aggregate gave the maximum Marshall Stability value. When handled other mixture groups (Only colemanite, colemanite as coarse aggregate-limestone as fine aggregate, colemanite as fine aggregate-limestone as coarse aggregate) all groups were verified specification limits. As a result, especially in areas where there is widespread colemanite waste, if transportation costs did not exceed the cost of limestone, colemanite stone waste could be used instead of limestone in asphalt concrete mixtures as fine aggregate |
|
| dc.description |
In this study usability of waste colemanite which is obtained after cutting blok colemanites for giving proper shape to bloks as an aggregate in hot mix asphalt. For this aim asphalt concrete samples were prepared with four different aggregate groups and optimum bitumen content was determined. First of all only limestone was used as an aggregate. After that, only colemanite aggregate was used with same aggregate gradation. Then, the next step of the study, marshall samples were produced by changing coarse and fine aggregate gradation as limestone and colemanite and masrhall test were conducted. When evaluated the results samples which produced with only limestone aggregate gave the maximum Marshall Stability value. When handled other mixture groups (Only colemanite, colemanite as coarse aggregate-limestone as fine aggregate, colemanite as fine aggregate-limestone as coarse aggregate) all groups were verified specification limits. As a result, especially in areas where there is widespread colemanite waste, if transportation costs did not exceed the cost of limestone, colemanite stone waste could be used instead of limestone in asphalt concrete mixtures as fine aggregate. |
|
| dc.format |
application/pdf |
|
| dc.language |
en |
|
| dc.publisher |
Süleyman Demirel University |
|
| dc.publisher |
Süleyman Demirel Üniversitesi |
|
| dc.relation |
http://dergipark.org.tr/download/article-file/193981 |
|
| dc.source |
Volume: 19, Issue: 2
8-15 |
en-US |
| dc.source |
1308-6529 |
|
| dc.subject |
Marshall stability Colemanite Waste Aggregate |
|
| dc.subject |
Marshall stabilitesi Kolemanit Atık Agrega Esnek üstyapı |
|
| dc.title |
Evaluation of Colemanite Waste as Aggregate Hot Mix Asphalt Concrete |
en-US |
| dc.type |
info:eu-repo/semantics/article |
|