Skripsi

PENGARUH PERUBAHAN PERSENTASE CAMPURAN PASIR TERHADAP KUAT TEKAN BETON PADA PASIR ZONA 2 DAN ZONA 3

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Penilaian

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Concrete is a component which cannot be apart from civil engineering, not evcn one part of a building can’t be made from concrete. Concrete still used in many kinds of construction because it’s not only strong and durable but also easy to crcate in many forms and shape. Job MixedFormula must be designed carefully and economically, which intcnd to get good of quantity and quality of concrete. By making some samples from 2 categories of sands as sand in zone 2 and sand in zone 3 vvith the strength of quality fc’ 30 MPa, fc’ 35 MPa and fc’ 40 MPa, and thc form were cylinder in 15cm x 30cm by the difference in mix variation from not only sand in zone 2 (38%, 34%, 30% in fc’ 40 MPa and 38%, 35%, 32% in fc’ 35 MPa also 40%, 36.5%, 33% in fc’ 30 MPa) but also from sand in zone 3 (30%, 27%, 24% in fc’ 40MPa and 32%, 29%, 26% in fc’ 35 MPa also 33%, 29.5%, 26% also fc’ 30 MPa), its proved that the highcr of the number of percentage of the sand to be combined in the mix, the higher strength of concrete that we will get, and also the cost will be more economical. As a result, the higher number of percentage of the sand that we mix into combined agreggate, the higher concrete strength that it produce. At the low point of sand in zone 2, the concrete strength is higher than at the high point of sand in zone 3 but it didn't mean that the smallcr percentage of sand that we mix into combined aggregate from each point of zone was not good if we would used it, because we still cari get thc strength that we want though the percentage is smaller.

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Availability

Inventory Code	Barcode	Call Number	Location	Status
1307000694	T125292	T1252922013	Central Library (REFERENCES)	Available but not for loan - Not for Loan

Detail Information

Series Title

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Call Number

T1252922013

Publisher

Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2013

Collation

xiv, 68 hlm.; ill.; tab.; 28 cm.

Language

Indonesia

ISBN/ISSN

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Classification

620.137 07

Content Type

Text

Media Type

unmediated

Carrier Type

unspecified

Edition

-

Subject(s)

Prodi Teknik Sipil
Kuat tekan beton - Pasir

Specific Detail Info

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Statement of Responsibility

Furika

Other version/related

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