Image of ANALISIS PERBANDINGAN NILAI KUAT TEKAN BETON DENGAN SUBSTITUSI FLY ASH PADA TEMPERATUR TINGGI ANTARA HASIL UJI TIDAK MERUSAK DAN UJI KUAT TEKAN

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ANALISIS PERBANDINGAN NILAI KUAT TEKAN BETON DENGAN SUBSTITUSI FLY ASH PADA TEMPERATUR TINGGI ANTARA HASIL UJI TIDAK MERUSAK DAN UJI KUAT TEKAN

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Due lo the heat, the concrete would have cracked, spalling, and loss of strength and discoloration. Specimens in this study cuboid with a size of 15 cm x 15 cm x 15 cm and the quality of K-250 concrete with Jly ash substilution of 5%, 10% and 15%. Concrete is left at room temperature (23 °C) and heated at 300 °C heating temperature, 450 °C and 600 °C for an interval of 1, 2 and 3 hours. S ubstitution 5% Jly ash t o improve the compressive strength of concrete but concrete strength back down on substilution 10% and 15% Jly ash. Testing is carried out by comparing the compressive strength of the rebound hammer t es t, UPV and compressive strength machine.

Availability
Inventory Code Barcode Call Number Location Status
1307002225T101418T1014182013Central Library (REFERENCES)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1014182013
Publisher
Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya.,
Collation
xii, 62 hlm.; ill.; tab.; 28 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
620.137 072
Content Type
Text
Media Type
unmediated
Carrier Type
unspecified
Edition
-
Subject(s)
kuat tekan beton
Prodi Teknik Sipil
Specific Detail Info
-
Statement of Responsibility
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No other version available

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