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<http://digilib.unila.ac.id/id/eprint/3736> <http://purl.org/dc/terms/title> "The Influence of Fly Ash Additive For Strength Brick In Post Combustion by\r\nUsing Rice Husk Ash Additive.\r\n\r\nPENGARUH FLY ASH TERHADAP KEKUATAN BATU BATA PASCA\r\nPEMBAKARAN MENGGUNAKAN CAMPURAN ADDITIVE ABU SEKAM PADI"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/3736> <http://purl.org/ontology/bibo/abstract> "Brick is one of the material constructions which often used to build a\r\nconstruction, such as buildings, stores, housing, etc. The bricks are made from a\r\nmixture of soil and water. In this research the process of making bricks will be\r\ntried by mixing soil with bricks additives is fly ash and rice husk ash to determine\r\nthe advantages from additive materials as well as comparing the compressive\r\nstrength of original brick to brick waste that has been mixed with additive\r\nmaterials such as fly ash and rice husk ash to achieve strong and durable bricks\r\nof SNI specification.\r\nThe cohesive soils of Yoso Mulyo resident, Metro is used as soil samples. Additive\r\nmaterials used are fly ash from PLTU Tarahan and rice husk ash from Yoso\r\nMulyo Village, Metro. Variations in the levels of the mixture used is Mix Levels I\r\n(5%), Mix levels II (10%), Mix Levels III (15%) and Mix Levels IV (20%), with a\r\nratio of additive materials between fly ash and rice husk ash is 1: 1. Therefore\r\nbrick testing that has been done through a process of mixing, curing and burning,\r\nspecific gravity tests performed include compressive strength, and water\r\nabsorption test. Based on the results of physical testing original soil, Unified\r\nsystem classifies as fine-grained soil and it is included in the ML group.\r\nThe results showed that burning brick by using fly ash and rice husk ash as an\r\nadditive ingredient in a mixture of brick-making material effect on the\r\ncompressive strength, so that the strength is obtained in this research is quite\r\ngood as well as National Standardization Agency of Indonesia (BSNI). The high\r\ncompressive strength of bricks using fly ash additive materials and rice husk ash\r\ndue to reduced air volume and pore cavities on soil particles\r\n\r\nBatu bata merupakan salah satu bahan material konstruksi yang sering dipakai untuk\r\nmembangun sebuah konstruksi, seperti gedung, pertokoan, maupun perumahan dan lain –\r\nlain. Batu bata terbuat dari campuran tanah dan air. Pada penelitian ini proses pembuatan batu\r\nbata akan dicoba mencampurkan tanah dengan bahan tambahan (additive) batu bata adalah fly\r\nash (abu terbang) dan abu sekam padi untuk mengetahui seberapa besar manfaat limbah dari\r\nbahan additive tersebut serta membandingkan kuat tekan batu bata biasa dengan batu bata\r\nyang telah dicampur dengan bahan additive berupa fly ash dan abu sekam padi untuk\r\nmencapai spesifikasi SNI batu bata yang kuat dan tahan lama.\r\nSampel tanah yang digunakan merupakan jenis tanah lempung yang berasal dari Desa Yoso\r\nMulyo, Metro. Bahan additive yang digunakan adalah fly ash yang berasal dari PLTU\r\nTarahan dan abu sekam padi yang berasal dari Desa Yoso Mulyo, Metro. Variasi kadar\r\ncampuran yang digunakan adalah Kadar Campuran I (5%), Kadar Campuran II (10%), Kadar\r\nCampuran III (15%) dan Kadar Campuran IV (20%), dengan perbandingan bahan additive\r\nantara fly ash dan abu sekam padi adalah 1 : 1. Dengan demikian pengujian batu bata yang\r\ntelah dilakukan melalui proses pencampuran, pemeraman dan pembakaran, dilakukan\r\nmeliputi uji berat jenis kuat tekan, dan uji daya serap air. Berdasarkan hasil pengujian fisik\r\ntanah asli, Unified system mengklasifikasikan sampel tanah sebagai tanah berbutir halus dan\r\ntermasuk ke dalam kelompok ML.\r\nHasil penelitian menujukkan bahwa pembuatan batu bata pasca bakar dengan menggunakan\r\npenambahan fly ash dan abu sekam padi sebagai bahan additive pada campuran material\r\npembuatan batu bata berpengaruh pada penambahan nilai kuat tekan, sehingga kekuatan batu\r\nbata yang didapat pada penelitian ini cukup baik serta memenuhi standar yang ditetapkan\r\nBadan Standardisasi Nasional Indonesia (BSNI). Tingginya nilai kuat tekan batu bata\r\nmenggunakan bahan additive fly ash dan abu sekam padi disebabkan karena berkurangnya\r\nvolume udara dan rongga-ronnga pori pada partikel tanah yang terisi."^^<http://www.w3.org/2001/XMLSchema#string> .
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