ANALISIS PERENCANAAN TIMBUNAN PADA TANAH LUNAK DALAM PEMBANGUNAN JALAN TOL DEPOK – ANTASARI TAHAP II RUAS BRIGIF - SAWANGAN (Studi kasus : STA 8+500 – 8+750)

Senjaya, Moch Maulana and Kusumastuti, Dyah Pratiwi (2019) ANALISIS PERENCANAAN TIMBUNAN PADA TANAH LUNAK DALAM PEMBANGUNAN JALAN TOL DEPOK – ANTASARI TAHAP II RUAS BRIGIF - SAWANGAN (Studi kasus : STA 8+500 – 8+750). Diploma thesis, ITPLN.

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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.

Item Type: Thesis (Diploma)
Uncontrolled Keywords: Soft clay soil, settlement, embankment, preloading method, prefabricated vertical drain (PVD), safety factor, geoslope/w.
Subjects: Bidang Keilmuan > Teknik Sipil
Skripsi
Divisions: Fakultas Teknologi Infrastruktur dan Kewilayahan > S1 Teknik SIpil
Depositing User: Sudarman
Date Deposited: 11 Sep 2025 02:05
Last Modified: 11 Sep 2025 02:05
URI: https://repository.itpln.ac.id/id/eprint/868

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