PENGARUH VARIASI ABU SEKAM PADI DAN WASTE GLASS AGGREGATE PADA CAMPURAN PERVIOUS CONCRETE TANPA CURING

PUTRI, ZAKIAH ANGGEREINI FRISLY and Muliawan, Sutanto (2019) PENGARUH VARIASI ABU SEKAM PADI DAN WASTE GLASS AGGREGATE PADA CAMPURAN PERVIOUS CONCRETE TANPA CURING. Undergraduate thesis, Sriwijaya University.

	Text RAMA_22201_03011381520066.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (1MB) | Request a copy
	Text RAMA_22201_03011381520066_024045604_TURNINIT.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (10MB) | Request a copy
Preview	Text RAMA_22201_03011381520066_024045604_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (6MB) | Preview
	Text RAMA_22201_03011381520066_024045604_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (341kB) | Request a copy
	Text RAMA_22201_03011381520066_024045604_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (378kB) | Request a copy
	Text RAMA_22201_03011381520066_024045604_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (463kB) | Request a copy
	Text RAMA_22201_03011381520066_024045604_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (8kB) | Request a copy
	Text RAMA_22201_03011381520066_024045604_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (116kB) | Request a copy
	Text RAMA_22201_03011381520066_024045604_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (321kB) | Request a copy

Abstract

Concrete is a material whose use in the construction world has been going on for the last few decades because it has several advantages from materials that are easily obtained up to the nature of concrete. This is what makes the use of concrete more attractive until now. The rapid development of construction technology in the manufacture of materials creates modifications to the addition of materials in the manufacture of concrete mixtures. The purpose of adding this material is to increase the strength of concrete materials in the use of structures, one of which is the road pavement structure. The use of concrete in road construction as a pavement material can inhibit rainwater infiltration into the ground by adding admixtures to the mixture that produce strength and resistance to loads. One method to overcome these problems is the use of pervious concrete. The application of concrete is carried out in land construction parking, park, road and sidewalk. Pervious concrete consists of a mixture of coarse aggregate, cement and water with added material or admixture with a lower fas value than normal concrete. This research utilizes waste as a concrete mixture. The added material used in the form of rice husk ash or ash from the rest of the rice husk burning with a mixture of 10%, 20% and 25% as a substitute for cement. Then in this study also uses glass bottle waste or aggregate waste glass measuring 1-2 cm with a percentage of 2.5%, 7.5%, and 12.5% as a substitution of coarse aggregate. The main purpose of this study was to observe the properties of pervious concrete and determine the optimum levels and the effect of rice husk ash and aggregate waste glass on the compressive strength of concrete at 7.14 and 28 days and the permeability value at 28 days of concrete. Based on ACI the compressive strength achieved is still at 2.8-28 MPa. Whereas the permeability ranges from 1.4 - 1.22 mm / s. The most optimum compressive strength results are 6,505 MPa percentage of 10% rice husk ash and 2.5% waste glass aggregate and optimum permeability coefficient of 1.22 cm / s with the percentage of rice husk ash 25% and 12.5 waste glass aggregate %.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	pervious concrete, risk hush ash, waste glass aggregate, permeability and compressive strength
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA401-492 Materials of engineering and construction. Mechanics of materials > TA401.A327 Materials science T Technology > TH Building construction > TH1000-1725 Systems of building construction Including fireproof construction, concrete construction
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Users 5126 not found.
Date Deposited:	31 Jan 2020 02:29
Last Modified:	31 Jan 2020 02:29
URI:	http://repository.unsri.ac.id/id/eprint/26669

Actions (login required)

View Item