Analisis Perbaikan Tanah Dasar Menggunakan Metode Geotekstil dan Cerucuk (Micropile) (Studi Kasus Pembangunan Jalur Ganda Kereta Api Lintas Selatan Jawa Mojokerto –Sepanjang KM 51+000 – KM 52+500). (Soil Improvement Analysis Using Geotextile and Micropile Method (Case Study of The Development of Multiple Line Rails Mojokerto Java South Cross – All KM 51+000 – KM 52+500)).

Anam, Saiful Anam (2022) Analisis Perbaikan Tanah Dasar Menggunakan Metode Geotekstil dan Cerucuk (Micropile) (Studi Kasus Pembangunan Jalur Ganda Kereta Api Lintas Selatan Jawa Mojokerto –Sepanjang KM 51+000 – KM 52+500). (Soil Improvement Analysis Using Geotextile and Micropile Method (Case Study of The Development of Multiple Line Rails Mojokerto Java South Cross – All KM 51+000 – KM 52+500)). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

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Abstract

Tanah berperan sebagai bahan bangunan diberbagai macam pekerjaan teknik sipil, di sisi lain tanah berperan sebagai pendukung dari pondasi bangunan seperti pada jalan raya dan jalan rel kerata api. Perbaikan tanah ialah suatu jenis dari stabilitas tanah yang berguna sebagai perbaikan dan kinerja yang dibutuhkan oleh syarat teknis. Dalam upaya peningkatan daya dukung tanah dapat dilakukan beberapa metode yang dapat digunakan seperti perbaikan tanah menggunakan Replecement Soil, Metode PVD, Preloading, Cerucuk, Geotekstil, dll. Penelitian menggunakan metode geotekstil dan metode cerucuk sebagai alternatif perkuatan dimana untuk mencari angka aman (SF) yang memiliki nilainya lebih besar dan lebih baik untuk kondisi tersebut, serta mencari metode alternatif perbaikan tanah yang paling efektif.Berdasarkan Analisis data yang telah diperhitungkan, didapatkan bahwa kesimpulan dari beban (q) total yaitu sebesar 31 t/m2. Lapisan Geotekstil non�woven yang dibutuhkan yaitu 2 lapisan, dengan panjang geotekstil (L) adalah 1,825 m. Nilai safety factor stabilitas timbunan tanah dengan metode geotekstil non-woven= 2,4. Apabila menggunakan Cerucuk (micropile) yang dibutuhkan untuk perbaikan tanah menggunakan 3 buah cerucuk ditiap meter dengan jarak antara 2,5 meter, sehingga banyak cerucuk yang dibutuhkan 1.800 cerucuk untuk panjang 1,5 KM. sehingga untuk perbaikan tanah yang efektif yaitu menggunakan geotekstil dengan nilai safety factor 2,4 sedangkan untuk cerucuk memiliki nilai safety factor 1,5. dan untuk biaya yang lebih efisien yaitu menggunakan geotekstil dengan biaya Rp.48.300.000,00. yang lebih murah dibanding cerucuk (micropile) yaitu dengan biaya Rp. Rp.71.500.000,00. Jadi alternatif perbaikan tanah yaitu menggunakan geotekstil.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Perbaikan Tanah, Geotekstil, Cerucuk (Micropile)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Program Studi Teknik Sipil
Depositing User: 1431900102 Saiful Anam
Date Deposited: 01 Feb 2023 06:23
Last Modified: 26 Apr 2023 04:22
URI: http://repository.untag-sby.ac.id/id/eprint/20576

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