In this study, construction started in 2017 (Çorum-Merzifon) Road junction -Mecitözü- (Amasya-Turhal) Road junction Road base/subbase soil applications were investigated within the scope of divided road construction work between 0+000-61+841,27 km. Considering the Technical Specifications of Highways (HTS), the materials used in road construction were studied. Firstly, ground analyzes were performed on Km: 23+600. According to the results, the base/sub-base layers were formed. As a result of sand cone tests for strength control, 98.4-100% compaction between Km: 11+500-23+600 at filling-terrage elevation, Km: 17 + 280-19 +600 between 98,0-99,8% at the Plent Mix Subbase (PMAT) elevation, Km: 17+280-19+600 Plent Mix Basic (PMT) with 100% compaction, according to the data obtained (according to HTS), optimum gorund stabilization was achieved.
Mecitözü road Soil Highway Foundation/subbase Superstructure
Birincil Dil | Türkçe |
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Bölüm | Makaleler |
Yazarlar | |
Yayımlanma Tarihi | 30 Eylül 2019 |
Yayımlandığı Sayı | Yıl 2019 Cilt: 34 Sayı: 3 |