I'anatul Hamdiyah (2020) PENGARUH UKURAN BENDA UJI TEKAN BEBAS CLAY SHALE DENGAN CAMPURAN SEMEN. S1 thesis, Universitas Muhammadiyah Yogyakarta.
Text (Halaman Judul)
Halaman Judul.pdf
Download (787kB)
Halaman Judul.pdf
Download (787kB)
Text (Lembar Pengesahan)
Lembar Pengesahan.pdf
Restricted to Registered users only
Download (328kB)
Lembar Pengesahan.pdf
Restricted to Registered users only
Download (328kB)
Text (Abstrak)
Abstrak.pdf
Restricted to Registered users only
Download (9kB)
Abstrak.pdf
Restricted to Registered users only
Download (9kB)
Text (Bab I)
Bab I.pdf
Download (80kB)
Bab I.pdf
Download (80kB)
Text (Bab II)
Bab II.pdf
Restricted to Registered users only
Download (581kB)
Bab II.pdf
Restricted to Registered users only
Download (581kB)
Text (Bab III)
Bab III.pdf
Restricted to Registered users only
Download (567kB)
Bab III.pdf
Restricted to Registered users only
Download (567kB)
Text (Bab IV)
Bab IV.pdf
Restricted to Registered users only
Download (227kB)
Bab IV.pdf
Restricted to Registered users only
Download (227kB)
Text (Bab V)
Bab V.pdf
Restricted to Registered users only
Download (9kB)
Bab V.pdf
Restricted to Registered users only
Download (9kB)
Text (Daftar Pustaka)
Daftar Pustaka.pdf
Restricted to Registered users only
Download (79kB)
Daftar Pustaka.pdf
Restricted to Registered users only
Download (79kB)
Text (Lampiran)
Lampiran.pdf
Restricted to Registered users only
Download (652kB)
Lampiran.pdf
Restricted to Registered users only
Download (652kB)
Text (Naskah Publikasi)
Naskah Publikasi.pdf
Restricted to Registered users only
Download (403kB)
Naskah Publikasi.pdf
Restricted to Registered users only
Download (403kB)
Text (Full Text)
Full Text.pdf
Restricted to Repository staff only
Download (2MB)
Full Text.pdf
Restricted to Repository staff only
Download (2MB)
Abstract
Pengujian kuat tekan bebas menggunakan ukuran benda uji yang berbeda-beda. Penelitian ini bertujuan untuk mengkaji pengaruh ukuran benda uji terhadap nilai kuat tekan bebas tanah clay shale. Clay shale memiliki sifat buruk yaitu akan mengalami degradasi dalam jangka waktu yang sangat cepat jika terpapar atmosfer sehingga mengakibatkan kuat geser clay shale menurun. Dalam penelitian ini, tanah clay shale distabilisasi menggunakan semen. Kadar semen yang digunakan sebesar 10
Item Type: | Thesis (S1) |
---|---|
Divisions: | Fakultas Teknik > Teknik Sipil S1 |
Depositing User: | Unnamed user with email robi@umy.ac.id |
Date Deposited: | 13 Oct 2021 06:29 |
Last Modified: | 23 Oct 2021 07:10 |
URI: | https://etd.umy.ac.id/id/eprint/695 |