Febriantama, Aria and Afriani, Lusmeilia and Setyanto, Setyanto (2016) Analisa Pengaruh PenambahanZat AdditiveISS 2500 Terhadap Kuat Tekan Batu Bata dan Tanpa Proses Pembakaran. Jurnal Rekayasa Sipil Dan Disain (JRSDD), 4 (1). pp. 59-66. ISSN P-ISSN: 2303-0011 (Print); E-ISSN: 2715-0690 (Online)
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Abstract
Brick is a material t hat made of clay. Bricks were made with or without additional mixturel through some processes and stages. I n t his study used the clay with additional mixture 2500 ISS ( Ionic Soil Stabilizer ) which has variety levels mixture of 0,9 ml, 1,2 ml , 1,5 ml and 2,1 ml with the intention to improve the quality of brick. It is necessary to do the research , so this study can be compared with SNI standards. The tested samples in this study are clay that comes from jl . Nunyai , Rajabasa . It sample was curing for 7 day and then, the samples will be done with or without burning process. Based on the results of physical testing the samples, USCS classify soil samples as clay with low plasticity and belongs to the ML group . After doing research of compressive strength testing of with and without burning process from four levels generating the compressive strength maximum average at a level of 2.1 ml both of them. With value 21,24 kg / cm 2 for burning process and 4.25 kg / cm 2 for without burning process. Which is both of those treatments are not included into 25 classes based on tables strength of compressed bricks ( SNI 1991 ). Keywords: brick, clay, iss 2500 (ionic soil stabilizer), compressive strength.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik (FT) > Prodi Teknik Sipil |
| Depositing User: | Dr.Ir Lusmeilia Afriani |
| Date Deposited: | 12 Apr 2022 01:22 |
| Last Modified: | 13 Apr 2022 02:32 |
| URI: | http://repository.lppm.unila.ac.id/id/eprint/41231 |
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