Dynamic compaction experience in alluvial soils of Carsamba (Turkey)
Küçük Resim Yok
Tarih
2018
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Maejo Univ
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
A case study using dynamic compaction to improve alluvial soils of a collective housing project area in Carsamba, Turkey, is presented. In-situ field pilot tests were employed to determine the optimum number of tamping, the grid spacing, the effective depth of improvement and the degree of densification of compacted soil. Optimal compaction conditions were found to be: grid spacing - 6.0 m and tamping number under a weight of 15-ton mass falling freely from a height of 18 m - 6.0. Based on the measurements of Standard Penetration Test Numbers (SPT-N) values before and after the dynamic compaction, it was found that SPT-N values were increased by more than 100% near ground surface (including the effect of filling and levelling) at some points, and the depth of ground improvement was experimentally determined to be 9.5 m. Dynamic compaction had an unfavourable effect on thin clay layers of about 0.5 m thick found at varying depths in two different locations since SPT-N values for the clay layers were reduced by as much as 50% after dynamic compaction. However, soil layers beneath the clay layers could be improved to some extent.
Açıklama
Anahtar Kelimeler
dynamic compaction, alluvial soil, thin clay layer, ground improvement, Carsamba (Turkey)
Kaynak
Maejo International Journal Of Science And Technology
WoS Q Değeri
Q4
Scopus Q Değeri
Q3
Cilt
12
Sayı
3
