STUDI ALTERNATIF MATERIAL PENGGANTI ZONA 4 (RANDOM TANAH) TERHADAP NILAI STABILITAS BENDUNGAN KEUREUTO DI KABUPATEN ACEH UTARA

DWI MASHUDI, DWI (2021) STUDI ALTERNATIF MATERIAL PENGGANTI ZONA 4 (RANDOM TANAH) TERHADAP NILAI STABILITAS BENDUNGAN KEUREUTO DI KABUPATEN ACEH UTARA. Tugas Akhir thesis, ITN MALANG.

[img] Text
1421008_COVER.pdf
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (2MB)
[img] Text
1421008_BAB I.pdf
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (889kB)
[img] Text
1421008_BAB II.pdf
Restricted to Registered users only
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (5MB) | Request a copy
[img] Text
1421008_BAB III.pdf
Restricted to Registered users only
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (703kB) | Request a copy
[img] Text
1421008_BAB IV.pdf
Restricted to Registered users only
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (2MB) | Request a copy
[img] Text
1421008_BAB V.pdf
Restricted to Registered users only
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (265kB) | Request a copy
[img] Text
1421008_DAFTAR PUSTAKA.pdf
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (224kB)
[img] Text
1421008_LAMPIRAN.pdf
Restricted to Registered users only
Available under License Creative Commons Attribution Non-commercial Share Alike.

Download (2MB) | Request a copy

Abstract

BENDUNGAN KEUREUTO TERLETAK DI DESA BLANG PANTE KECAMATAN PAYA BEKONG, DESA PLU PUKAM DAN DESA MAKARTI, DIKECAMATAN TANAH LUAS, KABUPATEN ACEH UTARA. TUBUH BENDUNGAN KEUREUTO BERTIPE BENDUNGAN INTI TEGAL. PANJANG 368 M,LEBAR PUNCAK 12 M, TINGGI 75 M, MEMILIKI 5 ZONA TIMBUNAN. KAJIAN DILAKUKAN PADA ALTERNATIF PENGGANTI MATERIAL ZONA 4 (RANDOM TANAH) UNTUK MENGETAHUI NILAI STABILITAS BENDUNGAN. SETELAH DILAKUKAN ANALISA MENGGUNAKAN GEOSTUDIO 2018 METODE BISHOP HASIL ANALISA SAFETY FACTOR BERNILAI 1,638 PADA LERENG HULU DAN 1,668 PADA LERENG HILIR

Item Type: Thesis (Tugas Akhir)
Additional Information: dwi mashudi (1421008)
Uncontrolled Keywords: random tanah, stabilitas, bishop, geostudio 2018
Subjects: Engineering > Civil Engineering
Divisions: Fakultas teknik Sipil dan Perencanaan > Teknik Sipil S1 > Teknik Sipil S1(Skripsi)
Depositing User: Users 1016 not found.
Date Deposited: 22 Dec 2022 04:35
Last Modified: 22 Dec 2022 04:35
URI: http://eprints.itn.ac.id/id/eprint/9727

Actions (login required)

View Item View Item