表面形态、纤维化和机械特性的测定是基于岩壁混合成分的百分比

Selfiana Missa, Minsyahril Bukit, Andreas Christian Louk
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Untuk variasi campuran pasir 665 mesh 2,04 gr/cm3, 1,89 gr/cm3dan 2,11 gr/cm3. Untuk variasi campuran pasir 114 mesh 2,05 gr/cm3, 2,11 gr/cm3dan 2,02 gr/cm3.kuat tekan batako pada variasi campuran tanah putih 114 meshsebesar 20 kg/cm² memenuhi standar kuat tekan minimum mutu  IV. Sedangkan untuk porositas pada variasi campuran 1:6 dan 1:8 memenuhi standar penyerapan air pada mutu I dan mutu II. \nKata kunci: Tanah putih, pasir, densitas, penyerapan air, kuat tekan dan SEM. \nABSTRACT \nA research of determination of surface morphology, physical properties and mechanical properties of brick based on the composition of the mixture has been done. This research was done by using material of white soil and sand. Then Materials are mixted with cement with materials variation 1:5, 1:6, 1:7, 1:8 dan 1:9. Than each one was molded by means of compaction and drying.  After drying process the physical and mechanical properties of the test specimen is done in the form of compression test, density, porosity, and SEM characterization. Based on data analysis, brick with mixed variation of white soil of 665 mesh has the density value of 2,05 gr/cm3, 2,04 gr/cm3 dan 1,99 gr/cm3. For brick with mixed variation of white soilof 114 mesh has the density value are 2,16 gr/cm3, 2,14 gr/cm3dan 2,05 gr/cm3. For brick with mixed variation of sand of 665 mesh has the density value are 2,04 gr/cm3, 1,89 gr/cm3 dan 2,11 gr/cm3. For brick with mixed variation of sand of 114 mesh has the density value are 2,05 gr/cm3, 2,11 gr/cm3dan 2,02 gr/cm3. Compressive strength of brick with mixed variation of white soil of 114 mesh is 20 kg/cm² meet the minimum compressive strength standard of quality IV. While for the porosity of brick with mixed variation of 1:6 and 1:8 meet the standards of water absorption standard of quality I and quality II. \nKey Words : White  Soil,  sand,  density,  water  absorption,  Compressive  strength,  and  SEM","PeriodicalId":367071,"journal":{"name":"Jurnal Fisika : Fisika Sains dan Aplikasinya","volume":"18 3 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-12-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"PENENTUAN MORFOLOGI PERMUKAAN, SIFAT FISIS DAN MEKANIK BERDASARKAN PRESENTASE KOMPOSISI BAHAN CAMPURAN BATAKO\",\"authors\":\"Selfiana Missa, Minsyahril Bukit, Andreas Christian Louk\",\"doi\":\"10.35508/FISA.V3I1.596\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRAK \\nTelah dilakukan penelitian tentang kajian Morfologi Permukaan, Sifat Fisik dan Mekanik Batako dengan presentase komposisi bahan campuran batako. 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引用次数: 0

摘要

对岩壁表面形态、物理性质和机械性质以及与岩壁混合的比例进行了抽象研究。这项研究是利用白土和沙子材料进行的。然后将材料与水泥与各种材料结合起来——1:5、1:6、1:7、1:8和1:9。然后以压实、压实和干燥的方式印刷。干燥过程后,对闪的物理和机械特性进行测试:强压试验(压缩强度)、密度、舷栅和闪的特性和特性。根据数据分析,batako拥有混合粘土665 mesh 2.05 gr/cm3、2,04 gr/cm3和1.99 gr/cm3的密度密度。在混合粘土中加入114 mesh 2.16克/cm3, 2,14克/cm3和2.05克/cm3。混合沙665 mesh 2.04 gr/cm3, 1.89 gr/cm3和2.11克/cm3。用于混合沙114 mesh 2.05 gr/cm3, 2,11 gr/cm3和2.02 gr/cm3。强按混凝土块白色的混合物114 meshsebesar变化20公斤/ cm²强大的标准按最低质量IV。至于孔隙度变化1:6和1:8标准吸收水的混合物在质量I和II的质量。关键词:白色土壤、沙子、密度、水密、强压和闪。基于砖成分的接口、物理属性和机械属性的抽象研究已经完成。这项研究是通过使用白色土壤和沙子的材料完成的。然后材料和材料混合在一起1:5,1:6,1:7,1:8和1:9。比每一个都因其结合和干燥的意义而堕落。在进行了漫长的物理和机械属性测试后,样本检测、密度、孔性和再显化的形式已经完成。基于数据分析,砖与665粒白色soil的混合品种有2.05克/cm3, 2,04克/cm3和1.99克/cm3的密度。为砖与白色soilof 114 mesh混合品种的值为2.16克/cm3, 2.14克/cm3和2.05克/cm3。砖与混杂的665粒不同的沙子有2.04克/cm3 1.89克/cm3和2.11克/cm3。对于砖与复杂的沙子变化的114粒有2.05克/cm3, 2.11克/cm3和2.02克/cm3。Compressive力量of砖头和综合variation of white 114网是20公斤/ cm²的土地Compressive力量最低标准》见面会品质IV。而为之porosity砖头综合variation of 1:6和1:8的标准》见面会水absorption品质我和质量的标准。白垩,沙子,密度,水浸,压缩力量,闪
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PENENTUAN MORFOLOGI PERMUKAAN, SIFAT FISIS DAN MEKANIK BERDASARKAN PRESENTASE KOMPOSISI BAHAN CAMPURAN BATAKO
ABSTRAK Telah dilakukan penelitian tentang kajian Morfologi Permukaan, Sifat Fisik dan Mekanik Batako dengan presentase komposisi bahan campuran batako. Penelitian ini dilakukan dengan menggunakan material tanah putih dan pasir. Selanjutnya bahan material dicampur dengan semen dengan variasi material 1:5, 1:6, 1:7, 1:8 dan 1:9. Kemudian dicetak dengan cara, pemadatan dan pengeringan. Setelah proses pengeringan dilakukan pengujian karakteristik sifat fisik dan mekanik benda uji berupa: uji kuat tekan (compression strength), densitas (density), porositas dan karakterisasi SEM. Berdasarkan analisis data, batako yang memiliki nilai densitas untuk variasi campuran tanah putih 665 mesh 2,05 gr/cm3, 2,04 gr/cm3dan 1,99 gr/cm3. Pada variasi campuran tanah putih 114 mesh 2,16 gr/cm3, 2,14 gr/cm3dan 2,05 gr/cm3. Untuk variasi campuran pasir 665 mesh 2,04 gr/cm3, 1,89 gr/cm3dan 2,11 gr/cm3. Untuk variasi campuran pasir 114 mesh 2,05 gr/cm3, 2,11 gr/cm3dan 2,02 gr/cm3.kuat tekan batako pada variasi campuran tanah putih 114 meshsebesar 20 kg/cm² memenuhi standar kuat tekan minimum mutu  IV. Sedangkan untuk porositas pada variasi campuran 1:6 dan 1:8 memenuhi standar penyerapan air pada mutu I dan mutu II. Kata kunci: Tanah putih, pasir, densitas, penyerapan air, kuat tekan dan SEM. ABSTRACT A research of determination of surface morphology, physical properties and mechanical properties of brick based on the composition of the mixture has been done. This research was done by using material of white soil and sand. Then Materials are mixted with cement with materials variation 1:5, 1:6, 1:7, 1:8 dan 1:9. Than each one was molded by means of compaction and drying.  After drying process the physical and mechanical properties of the test specimen is done in the form of compression test, density, porosity, and SEM characterization. Based on data analysis, brick with mixed variation of white soil of 665 mesh has the density value of 2,05 gr/cm3, 2,04 gr/cm3 dan 1,99 gr/cm3. For brick with mixed variation of white soilof 114 mesh has the density value are 2,16 gr/cm3, 2,14 gr/cm3dan 2,05 gr/cm3. For brick with mixed variation of sand of 665 mesh has the density value are 2,04 gr/cm3, 1,89 gr/cm3 dan 2,11 gr/cm3. For brick with mixed variation of sand of 114 mesh has the density value are 2,05 gr/cm3, 2,11 gr/cm3dan 2,02 gr/cm3. Compressive strength of brick with mixed variation of white soil of 114 mesh is 20 kg/cm² meet the minimum compressive strength standard of quality IV. While for the porosity of brick with mixed variation of 1:6 and 1:8 meet the standards of water absorption standard of quality I and quality II. Key Words : White  Soil,  sand,  density,  water  absorption,  Compressive  strength,  and  SEM
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