ANALISA PERBAIKAN TANAH RAWA DENGAN MENGGUNAKAN MINIPILE PADA PROYEK JALAN TOL TERBANGGI BESAR-PEMATANG PANGGANG VGF JASAMARGA JAPEK SELATAN

ROMADHON, DWI FAJAR (2020) ANALISA PERBAIKAN TANAH RAWA DENGAN MENGGUNAKAN MINIPILE PADA PROYEK JALAN TOL TERBANGGI BESAR-PEMATANG PANGGANG VGF JASAMARGA JAPEK SELATAN. S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

Based on the results of the preliminary survey, soil in the project in the form of soft soil resulted in not optimal work and soil repairs should be done. Of the several methods of repairing the soil, the reinforcement method is taken, namely the method by making a minipile to get the land according to the criteria. The study was carried out by calculating the carrying capacity of a single pile consisting of analysis of capacity on the pile blanket and capacity at the end of the pile and analysis of the carrying capacity of the pile groups. Also carried out the calculation of the analysis of soil subsidence and pile reduction. From the analysis results obtained the value fs = 323.33 kN, qn = 187.50 kN, Qult = 509.83 kN, Eg = 0.66, Qg = 35944. Whereas for soil subsidence at 0-2 m = 0.048 m, 2-3 m = 0.074 m. Calculation of decrease in single pile Se = 0.035 m and consolidation decrease = 0.000001 m. Keywords : Soft soil, Minipile, Carrying capacity of poles, Land subsidence Berdasarkan hasil survey pendahuluan, tanah yang berada di proyek berupa tanah lunak mengakibatkan pekerjaan tidak maksimal dan harus dilakukan perbaikan tanah. Dari beberapa metode perbaiakn tanah diambillah metode perkuatan, yaitu metode dengan melakukan pemancangan minipile untuk mendapatkan tanah sesuai dengan kriteria. Kajian dilakukan dengan cara menghitung daya dukung tiang tunggal yang terdiri dari analisa kapasitas pada selimut tiang dan kapasitas pada ujung tiang dan analisa daya dukung tiang kelompok. Juga dilakukan perhitungan analisa penurunan tanah dan penurunan tiang. Dari hasil analisa didapat nialai fs = 323,33 kN, qn = 187,50 kN, Qult = 509,83 kN, Eg = 0,66, Qg = 35944. Sedangkan untuk penurunan tanah pada kedaman 0-2 m = 0,048 m, 2-3 m = 0,074 m. Perhitungan penurunan tiang tunggal Se = 0,035 m dan penurunan konsolidasi = 0,000001 m. Kata kunci : Tanah lunak, Minipile, Daya dukung tiang, Penurunan tanah

Item Type: Thesis (S1)
Call Number CD: FT/SIP. 20 178
Call Number: ST/11/21/171
NIM/NIDN Creators: 41115120197
Uncontrolled Keywords: Tanah lunak, Minipile, Daya dukung tiang, Penurunan tanah
Subjects: 100 Philosophy and Psychology/Filsafat dan Psikologi > 150 Psychology/Psikologi > 154 Subconscious and Altered States and Process/Psikologi Bawah Sadar > 154.6 Sleep Phenomena/Fenomena Tidur > 154.63 Dreams/Mimpi > 154.634 Analysis/Analisis
300 Social Science/Ilmu-ilmu Sosial > 380 Commerce, Communications, Transportation (Perdagangan, Komunikasi, Transportasi) > 388 Ground Transportation/Transportasi Jalan Raya > 388.1 Roads/Jalan
600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 692 Auxiliary Construction Practices/Lain-lain yang Berhubungan dengan Pekerjaan Konstruksi > 692.3 Construction Specifications/Spesifikasi Konstruksi Bangunan
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Rifky
Date Deposited: 30 Jan 2023 03:27
Last Modified: 04 May 2023 06:26
URI: http://repository.mercubuana.ac.id/id/eprint/52861

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