ANALISIS PERENCANAAN TIMBUNAN PADA TANAH LUNAK DALAM PEMBANGUNAN JALAN TOL DEPOK – ANTASARI TAHAP II RUAS BRIGIF – SAWANGAN (STUDI KASUS : STA 8+500 – 8+750)
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
Senjaya, Moch Maulana
Kusumastuti, Dyah Pratiwi
Kusumastuti, Dyah Pratiwi
Subject
Teknik Sipil
Datestamp
2020-02-28 12:04:53
Abstract :
Depok City is a city in West Java Province, Indonesia. As the Infrastructure Development in Depok City is rapidly increasing, so the Depok-Antasari toll road construction is built on soft clay soil layers, so that the subgrade has a low carrying capacity that can result in the planning of the embankment having a large compression carried out by research PT Girder Indonesia's laboratory. Therefore it is necessary to plan a pile of basic soil improvement to increase the carrying capacity of the subgrade and accelerate the process of soil compression. So that a preloading method is needed to improve the characteristics of soft soils. For planning the pile on soft soil using manual method and with the help of geostudio / slope w from the calculation analysis that has been done, it is obtained the height of the pile plan (HR) as a load of 9 m with 30 days time. For a long period of decline in original soil without PVD (prefabricated vertical drain) is 300 years, for a time of decline in original soil using PVD 48 weeks or 1 year. On the results of the pile safety factor after PVD is 1,800 with a length of 18m, while for the pile safety factor before PVD is 1,100.
Depok City is a city in West Java Province, Indonesia. As the Infrastructure Development in Depok City is rapidly increasing, so the Depok-Antasari toll road construction is built on soft clay soil layers, so that the subgrade has a low carrying capacity that can result in the planning of the embankment having a large compression carried out by research PT Girder Indonesia's laboratory. Therefore it is necessary to plan a pile of basic soil improvement to increase the carrying capacity of the subgrade and accelerate the process of soil compression. So that a preloading method is needed to improve the characteristics of soft soils. For planning the pile on soft soil using manual method and with the help of geostudio / slope w from the calculation analysis that has been done, it is obtained the height of the pile plan (HR) as a load of 9 m with 30 days time. For a long period of decline in original soil without PVD (prefabricated vertical drain) is 300 years, for a time of decline in original soil using PVD 48 weeks or 1 year. On the results of the pile safety factor after PVD is 1,800 with a length of 18m, while for the pile safety factor before PVD is 1,100.
File :
1. COVER.pdf
2.LEMBAR PENGESAHAN.pdf
BAB II SKRIPSI.pdf
BAB III.pdf
BAB IV.pdf
BAB V.pdf
DAFTAR PUSTAKA.pdf
DAFTAR RIWAYAT HIDUP.pdf
3. LEMBAR PENGESAHAN TIM PENGUJI.pdf
4. PERNYATAAN KEASLIAN SKRIPSI MAUL.pdf
5.Kata Pengantar.pdf
6. UCAPAN TERIMA KASIH.pdf
7. HALAMAN PERSETUJUAN PUBLIKASI.pdf
8. ABSTRACT (INGGRIS).pdf
daftar isi maul fix.pdf
BAB I skripsi fix maul.pdf
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