PENGARUH ABU DAUN PINUS (Pinus merkusii Jungh et de Vriese) DAN ABU BATA MERAH SEBAGAI BAHAN PENAMBAH SEMEN TERHADAP KUAT TEKAN MORTAR(Kajian terhadap 10% Abu Daun Pinus)

Main Authors: Halimatus, Sofia, Elhusna, Elhusna
Format: BookSection PeerReviewed Book
Bahasa: eng
Terbitan: UNIB Press
Subjects:
Online Access: http://repository.unib.ac.id/20481/1/14%20CEBEC%202019%2C%20PENGARUH%20ABU%20DAUN%20PINUS%20%28PINUS%20MERKUSII%20JUNGH%20ET%20DE%20VRIESE%29%20DAN%20ABU%20BATA%20MERAH%20SEBAGAI%20BAHAN%20PENAMBAH%20SEMEN%20TERHADAP%20KUAT%20TEKAN%20MORTAR%20%28Kajian%20terhadap%2010%25%20Abu%20Daun%20Pinus%29.pdf
http://repository.unib.ac.id/20481/
ctrlnum 20481
fullrecord <?xml version="1.0"?> <dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><relation>http://repository.unib.ac.id/20481/</relation><title>PENGARUH ABU DAUN PINUS (Pinus merkusii Jungh et de Vriese) DAN ABU BATA MERAH SEBAGAI BAHAN PENAMBAH SEMEN TERHADAP KUAT TEKAN MORTAR(Kajian terhadap 10% Abu Daun Pinus)</title><creator>Halimatus, Sofia</creator><creator>Elhusna, Elhusna</creator><subject>TA Engineering (General). Civil engineering (General)</subject><description>Mortar is a mixture of fine aggregate, water, and adhesive material (portland cement) with certain compositions. This research was aimed to know compressive strength of the mortar which use pine leaf ash and red brick ash as addition of cement. The method of manufacture and test compressive strength of the mortar refers to SNI 03-6825-2002 and SNI 15-2049-2004. The total of sample cubes mortar 50 mm are 32 pieces. Addition of 10% pine leaf ash and red&#xD; brick ash with variations 0%, 10%, and 20% performed on the volume of cement. The range of initial flow values in this study are 105%-115%. Mortar cubes soaked for 26 days and test of mortar conducted at was 28 days. The best value of mortar compressive strength occurred in addition 10% pine leaf ash without red brick ash is higher 28,81% than normal mortar.</description><publisher>UNIB Press</publisher><type>Book:BookSection</type><type>PeerReview:PeerReviewed</type><type>Book:Book</type><language>eng</language><rights>cc_gnu_gpl</rights><identifier>http://repository.unib.ac.id/20481/1/14%20CEBEC%202019%2C%20PENGARUH%20ABU%20DAUN%20PINUS%20%28PINUS%20MERKUSII%20JUNGH%20ET%20DE%20VRIESE%29%20DAN%20ABU%20BATA%20MERAH%20SEBAGAI%20BAHAN%20PENAMBAH%20SEMEN%20TERHADAP%20KUAT%20TEKAN%20MORTAR%20%28Kajian%20terhadap%2010%25%20Abu%20Daun%20Pinus%29.pdf</identifier><identifier> Halimatus, Sofia and Elhusna, Elhusna PENGARUH ABU DAUN PINUS (Pinus merkusii Jungh et de Vriese) DAN ABU BATA MERAH SEBAGAI BAHAN PENAMBAH SEMEN TERHADAP KUAT TEKAN MORTAR(Kajian terhadap 10% Abu Daun Pinus). In: PROSIDING CIVIL ENGINEERING AND BUILT ENVIRONMENT CONFERENCE (CEBEC) 2019. UNIB Press, Bengkulu, pp. 129-134. ISBN 978-602-5830-08-2 </identifier><recordID>20481</recordID></dc>
language eng
format Book:BookSection
Book
PeerReview:PeerReviewed
PeerReview
Book:Book
author Halimatus, Sofia
Elhusna, Elhusna
title PENGARUH ABU DAUN PINUS (Pinus merkusii Jungh et de Vriese) DAN ABU BATA MERAH SEBAGAI BAHAN PENAMBAH SEMEN TERHADAP KUAT TEKAN MORTAR(Kajian terhadap 10% Abu Daun Pinus)
publisher UNIB Press
isbn 9786025830082
topic TA Engineering (General). Civil engineering (General)
url http://repository.unib.ac.id/20481/1/14%20CEBEC%202019%2C%20PENGARUH%20ABU%20DAUN%20PINUS%20%28PINUS%20MERKUSII%20JUNGH%20ET%20DE%20VRIESE%29%20DAN%20ABU%20BATA%20MERAH%20SEBAGAI%20BAHAN%20PENAMBAH%20SEMEN%20TERHADAP%20KUAT%20TEKAN%20MORTAR%20%28Kajian%20terhadap%2010%25%20Abu%20Daun%20Pinus%29.pdf
http://repository.unib.ac.id/20481/
contents Mortar is a mixture of fine aggregate, water, and adhesive material (portland cement) with certain compositions. This research was aimed to know compressive strength of the mortar which use pine leaf ash and red brick ash as addition of cement. The method of manufacture and test compressive strength of the mortar refers to SNI 03-6825-2002 and SNI 15-2049-2004. The total of sample cubes mortar 50 mm are 32 pieces. Addition of 10% pine leaf ash and red brick ash with variations 0%, 10%, and 20% performed on the volume of cement. The range of initial flow values in this study are 105%-115%. Mortar cubes soaked for 26 days and test of mortar conducted at was 28 days. The best value of mortar compressive strength occurred in addition 10% pine leaf ash without red brick ash is higher 28,81% than normal mortar.
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first_indexed 2020-01-06T19:46:15Z
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