ANALISIS SIFAT MEKANIK REACTIVE POWDER CONCRETE DENGAN VARIASI NILAI W/C

KARTIKA, TIARA and Saloma, Saloma and Hanafiah, Hanafiah (2018) ANALISIS SIFAT MEKANIK REACTIVE POWDER CONCRETE DENGAN VARIASI NILAI W/C. Undergraduate thesis, University Sriwijaya.

Preview	Text RAMA_22201_03011381419139_0031107601_0014035601_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (641kB) | Preview
	Text RAMA_22201_03011381419139_0031107601_0014035601_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (210kB) | Request a copy
	Text RAMA_22201_03011381419139_0031107601_0014035601_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (536kB) | Request a copy
	Text RAMA_22201_03011381419139_0031107601_0014035601_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (408kB) | Request a copy
	Text RAMA_22201_03011381419139_0031107601_0014035601_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (57kB) | Request a copy
	Text RAMA_22201_03011381419139_0031107601_0014035601_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (81kB) | Request a copy
	Text RAMA_22201_03011381419139_0031107601_0014035601_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (208kB) | Request a copy

Abstract

Reactive Powder Concrete is an innovative concrete without course agregate and have a compressive strength up to 200 MPa. This research used silica fume as cement substitution material. The percentage substitution of silica fume was 10% of cement and three variation of w/c. The variation of w/c that used in this research were 0,20, 0,23, and 0,26. The test method for slump flow test, compressive strength, tensile strength, flexural strength and modulus elasticity was according to the ASTM and ACI standard. The research showed the larger w/c, compressive strength, tensile strength, flexural strength and modulus elasticity decreased. In reverse, slump flow of fresh concrete increased. The maximum of compressive strength and modulus elasticity value is 117,577 MPa and 50.258 MPa when w/c = 0,20. In reverse, slump flow value at w/c = 0,20 increased is 55 cm. The maximum of flexural strength and tensile strength in this research is 12,25 MPa dan 6,716 MPa when w/c = 0,20.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	Reactive powder concrete, variation of w/c, silica fume and steel fiber.
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA1-2040 Engineering (General). Civil engineering (General) > TA151 Handbooks, manuals, etc. Cf. TA332 Pocketbooks, tables, etc. (Engineering mathematics) Cf. TA685 Tables of structural shapes and sections of steel and iron"
Divisions:	03-Faculty of Engineering > 22201-Civil Engineering (S1)
Depositing User:	Users 2682 not found.
Date Deposited:	01 Nov 2019 04:37
Last Modified:	01 Nov 2019 04:37
URI:	http://repository.unsri.ac.id/id/eprint/14222

Actions (login required)

View Item