Tinjauan Kuat Tekan, Kuat Lentur, Dan Porositas Beton Ditambah Serbuk Arang Kayu Pada Campuran Beton

Purnomo, Devi and , Ir. Aliem Sudjatmiko, M. T. (2021) Tinjauan Kuat Tekan, Kuat Lentur, Dan Porositas Beton Ditambah Serbuk Arang Kayu Pada Campuran Beton. Skripsi thesis, Universitas Muhammadiyah Surakarta.

	PDF (Naskah Publikasi) NASKAH PUBLIKASI.pdf Download (921kB)
	PDF (Halaman Depan) h depan.pdf Download (1MB)
	PDF (Bab I) BAB I.pdf Download (218kB)
	PDF (Bab II) BAB II.pdf Restricted to Repository staff only Download (147kB) | Request a copy
	PDF (Bab III) BAB III.pdf Restricted to Repository staff only Download (217kB) | Request a copy
	PDF (Bab IV) BAB IV.pdf Restricted to Repository staff only Download (20kB) | Request a copy
	PDF (Bab V) BAB V.pdf Restricted to Repository staff only Download (308kB) | Request a copy
	PDF (Bab VI) BAB VI.pdf Restricted to Repository staff only Download (7kB) | Request a copy
	PDF (Daftar Pustaka) DAPUS.pdf Download (70kB)
	PDF (Lampiran) LAMPIRAN.pdf Restricted to Repository staff only Download (485kB) | Request a copy
	PDF (Surat Pernyataan Publikasi) PERNYATAAN PUBLIKASI.pdf Restricted to Repository staff only Download (206kB) | Request a copy

Abstract

Concrete in road infrastructure development in various regions in Indonesia is currently growing rapidly and is almost in the history of road construction in Indonesia. However, this growth has not been matched by the quality in the implementation of the road construction, especially in concrete works which are sometimes still incorrectly constructed. The purpose of this research is to find out how much influence the sawdust of wood charcoal will have in project implementation if it is given a load. This test uses a sample of cylindrical concrete measuring 15 cm in diameter, 30 cm in height and with concrete blocks with a length of 100 cm, a width of 15 cm, and a height of 20 cm with the quality of K175 concrete with an additional percentage of wood charcoal powder, namely 0%, 2.5%, 5% and 7.5%. Concrete tests carried out in this study are compressive strength, flexural strength, tensile strength and porosity of concrete.In compressive strength, the best values are 0% = 28.92 MPa, 2.5% = 26.20 MPa, 5% = 28.20 MPa , and 7.5% = 29.80 MPa. The best value for split tensile strength is 0% = 12.55 MPa, 2.5% = 15.15 MPa, 5% = 15.21 MPa, and 7.5% = 17.75 MPa. The flexural strength of the concrete obtained the best value, namely 0% = 2,86 MPa, 2,5% = 3,39 MPa, 5% = 3,72 MPa, dan 7,5% = 4,92 MPa. The best value for concrete porosity was 0% = 25.77%, 2.5% = 24.34%, 5% = 24.18%, and 7.5% = 24.30%.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	Wood Charcoal Powder, Implementation Method, Compressive Strength, Tensile Strength,Porosity
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	DEVI PURNOMO
Date Deposited:	22 Feb 2021 07:36
Last Modified:	22 Feb 2021 07:36
URI:	http://eprints.ums.ac.id/id/eprint/89807

Actions (login required)

View Item