PERBANDINGAN DAYA DUKUNG PONDASI STACK PLTU
KETAPANG 2 X 10 MW KALIMANTAN BARAT BERDASARKAN SOIL TEST DAN KALENDERING
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Fidyawati, Astri
Yuhanah, Tri
Yuhanah, Tri
Subject
Teknik Sipil
Datestamp
2019-09-16 09:14:54
Abstract :
The foundation is a very important in the construction work, because this is foundation that holds a load that working on it is the construction above. On the implementation project of stack PLTU Ketapang 2 x 10 MW that used spun pile foundation. The calculation the bearing capacity of spun pile from Standard Penetration Test (SPT) with Meyerhof method and calendaring with Danish Formula and ENR Formula. Compare with the results of Static Load Test in the field and calculate the settlement of single pile. The spun pile bearing ultimate capacity according SPT with Meyerhof method = 503,4048 ton, according from the calendering with Danish Formula method = 234,5693 ton and ENR Formula methods = 226,7913 ton. Bearing ultimate capacity from Static Load Test ? 105 ton. According the results of settlement in the pile , to total settlement of single pile = 30,8397 mm and settlement allowable = 60 mm.
The foundation is a very important in the construction work, because this is foundation that holds a load that working on it is the construction above. On the implementation project of stack PLTU Ketapang 2 x 10 MW that used spun pile foundation. The calculation the bearing capacity of spun pile from Standard Penetration Test (SPT) with Meyerhof method and calendaring with Danish Formula and ENR Formula. Compare with the results of Static Load Test in the field and calculate the settlement of single pile. The spun pile bearing ultimate capacity according SPT with Meyerhof method = 503,4048 ton, according from the calendering with Danish Formula method = 234,5693 ton and ENR Formula methods = 226,7913 ton. Bearing ultimate capacity from Static Load Test ? 105 ton. According the results of settlement in the pile , to total settlement of single pile = 30,8397 mm and settlement allowable = 60 mm.
File :
COVER.pdf
i Pernyataan Publikasi.pdf
Terakhir lembar acc 1.pdf
Terakhir lembar acc 2.pdf
Terakhir lembar acc 3.pdf
Static Load Test..pdf
ii Penguji.pdf
iii Pengesahan.pdf
iv Keaslian Skripsi.pdf
v-vi Abstrak & Abstract.pdf
viii-x Daftar isi.pdf
vii Ucapan Terima Kasih.pdf
xi-xiv Daftar Tabel,Gambar, Lampiran.pdf
skripsi bab 1-5, daftar pustaka, cv.pdf
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