Ferdinand, Farrel (2023) Pengaruh Penambahan Superplasticizer Terhadap Kuat Tekan dan Kuat Tarik Belah Beton Serat Bambu. S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.

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Abstract

Fiber concrete is a construction material consisting of a mixture of coarse aggregate (gravel), fine aggregate (sand), cement, water and additional artificial fibers / natural fibers. This study used bamboo fiber with a content of 0.6% of the weight of cement which aimed to determine the effect of the addition of a superplasticizer on variations of 0%, 0.5%, 1% and 1.5% of the water requirement on the compressive strength and tensile strength of concrete. The results of the study conducted using bamboo fiber concrete and superplasticizer obtained average compressive strength values sequentially, amounted to 13,037 MPa, 13,837 Mpa, 12,016 MPa and 11,083 MPa in variations of 0%, 0.5%, 1% and 1.5% aged 7 days and amounted to 20,792 MPa, 21,273 Mpa, 19,501 MPa and 16,272 MPa at variations of 0%, 0.5%, 1% and 1.5% age 28 days. The average results for the tensile strength of bamboo fiber concrete and superplasticizers were respectively 1,310 MPa, 1,422 MPa, 1,361 MPa and 1,079 MPa at variations of 0%, 0.5%, 1% and 1.5% aged 7 days and 2,081 MPa, 2,126 MPa, 2,096 MPa and 1,635 MPa for 28 days of age. Based on the data on the mechanical properties of bamboo fiber concrete and superplasticer, the optimum value of the superplasticizer variation is found in the variation of 0.5%.

Item Type:	Thesis (S1)
Contributors:	Contribution Contributors NIP/NIM Thesis advisor DARWIS, ZULMAHDI 19770618208011005 Thesis advisor BUDI BAGUS K, HENDRIAN 201610142075
Additional Information:	Beton serat adalah suatu bahan konstruksi yang terdiri dari campuran agregat kasar (kerikil), agregat halus (pasir), semen, air dan tambahan serat buatan/serat alami. Penelitian ini menggunakan serat bambu dengan kadar 0,6% dari berat semen yang bertujuan untuk mengetahui pengaruh penambahan superplasticizer pada variasi 0%, 0,5%, 1% dan 1,5% dari kebutuhan air terhadap kuat tekan dan kuat tarik belah beton. Hasil penelitian yang dilakukan menggunakan beton serat bambu dan superplasticizer memperoleh nilai kuat tekan rata-rata secara berurutan yaitu sebesar 13,037 MPa, 13,837 Mpa, 12,016 MPa dan 11,083 MPa pada variasi 0%, 0,5%, 1% dan 1,5% umur 7 hari dan sebesar 20,792 MPa, 21,273 Mpa, 19,501 MPa dan 16,272 MPa pada variasi 0%, 0,5%, 1% dan 1,5% umur 28 hari. Hasil rata-rata untuk kuat tarik belah beton serat bambu dan superplasticizer secara berurutan sebesar 1,310 MPa, 1,422 MPa, 1,361 MPa dan 1,079 MPa pada variasi 0%, 0,5%, 1% dan 1,5% umur 7 hari dan 2,081 MPa, 2,126 MPa, 2,096 MPa dan 1,635 MPa untuk umur 28 hari. Berdasarkan data sifat mekanis beton serat bambu dan superplasticer, nilai optimum variasi superplasticizer terdapat pada variasi 0,5%.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	03-Fakultas Teknik > 22201-Jurusan Teknik Sipil 03-Fakultas Teknik
Depositing User:	Mr Farrel Ferdinand
Date Deposited:	14 Jul 2023 10:42
Last Modified:	03 Aug 2023 14:06
URI:	http://eprints.untirta.ac.id/id/eprint/26352

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