| dc.contributor.advisor | SALEH, FADILLAWATY | |
| dc.contributor.author | ABBYU, MUHAMMAD RIZALDY | |
| dc.date.accessioned | 2019-09-18T03:39:41Z | |
| dc.date.available | 2019-09-18T03:39:41Z | |
| dc.date.issued | 2019-05-16 | |
| dc.identifier.uri | http://repository.umy.ac.id/handle/123456789/28877 | |
| dc.description | Self-fiber compacting concrete (SFCC) merupakan pengembangan dari beton konvensional dengan tambahan serat yang memiliki sifat kecairan yang tinggi sehingga dapat mengisi setiap rongga pada cetakan dengan beratnya sendiri dan dapat memadat dengan sendiri tanpa bantuan vibrator dan compactor. Penelitian ini bertujuan untuk mengetahui pengaruh penambahan serat nylon dan variasi zeolite sebagai subtitusi semen terhadap pengujian beton segar dan kuat lentur. Pengujian ini menggunakan bahan tambah serat nylon dengan kadar 1% dan variasi zeolite 0%, 5%, 10%, dan 15% serta superplasticizer sikament LN dengan kadar 1,5%. Sifat beton segar diuji dengan pengujian slump-flow, T50, v-funnel,dan l-box, hasil pengujian dari empat metode telah memenuhi standar efnarc. Pengujian kuat lentur dilakukan pada beton umur 7, 14, dan 28 hari, hasil pengujian kuat lentur optimum didapatkan pada variasi zeolite 10% sebesar 4,225 MPa pada umur 28 hari. Penambahan kadar zeolite yang lebih tinggi menyebabkan nilai kuat lentur menjadi menurun. | en_US |
| dc.description.abstract | Self- fiber compacting concrete (SFCC) is the development of conventional concrete with added fibre has a high liquidity can fill every cavity on mold with its own weight and can be solidified by itself without the help of a vibrator and compactor. This research aims to know the influence of nylon fiber additions and variations of the zeolite as a substitution of cement concrete testing against fresh and strong bending. This test uses the added fiber nylon with levels of 1 % and 0 %, 5 %, 10 %, and 15 % variations of zeolite as well as a superplasticizer sikament LN with levels of 1.5%. The properties of the fresh concrete was tested with testing slump-flow, T50, v-funnel, and l-box, the test results from four methods have been standard efnarc. The test of flexural strength was carried out at 7, 14, and 28 days, the test results obtained at optimum bending the strong variation of 10 % of the zeolite 4,225 MPa at 28 days of age. The addition of zeolite levels higher value cause strong bending be decreased. | en_US |
| dc.publisher | FAKULTAS TEKNIK UNIVERSITAS MUHAMMADIYAH YOGYAKARTA | en_US |
| dc.subject | self-fiber compacting concrete, zeolite, nylon fiber, fresh properties, and flexura strength. | en_US |
| dc.title | FRESH PROPERTIES DAN KUAT LENTUR SELF-FIBER COMPACTING CONCRETE (SFCC) DENGAN BAHAN TAMBAH ZEOLITE DAN SERAT NYLON | en_US |
| dc.type | Thesis
SKR
FT
229 | en_US |
