Sompie, O. B.A.
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ANALISIS CAMPURAN KAPUR-FLY ASH DAN KAPUR-ABU SEKAM PADI TERHADAP LEMPUNG EKSPANSIF Pinansang, Denny Boy; Sompie, O. B.A.; Jansen, Fredy
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
Publisher : Sam Ratulangi University

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AbstractFrequently, expansive clay soil raise problem to the buildings lies on it. Concerning to this, there are many ways had be tried to resolve this expansive soil, where one of it is by stabilization using coal by product (fly ash) , rice husk and lime to repair the soil.The aims of this research is to stabilize the expansive clay soil by using the blending combination of lime (2.5%, 5%, 7.5%, 10% ) , fly ash (5%, 10%, 15%, 20%), and rice husk (5%, 10%, 15%, 20%)which were mixed with soil samples from Buyandi Village, East Bolaangmongondow Regency.In order to know its mechanical and physical properties it had be tested the combination mix of soil, lime and fly ash and the combination mix of lime and rice husk namely Atterberg Limit test, Gradation test, Spesific Gravity, Compressivve test, Direct Shear test, Standard Compaction test, and Laboratory Soaked test.Test results showed that the addition of lime and fly ash and the addition of lime and rice husk could repaired the physical and mechanical properties of soil namely: reduction of Plasticity Index , and the increasing of Internal Friction (Ø)as well as the CBR values.Keywords: expansive clay, stabilization, fly ash, rice husk ashAbstrakTanah lempung ekspansi,sering menimbulkan masalah pada bangunan-bangunan yang ada diatasnya. Berkaitan dengan hal ini, banyak cara yang sudah dilakukan untuk menanggulangi tanah yang sifat tersebut, antara lain dengan menggunakan sisa pembakaran batu bara (fly ash), abu sekam padi (rice husk ash) dan kapur. Salah satu alternatif yang digunakan untuk memperbaiki kualitas tanah ialah dengan stabilisasi.Tujuan penelitian ini adalah melakukan stabilisasi tanah lempung expansive menggunakan kapur, abu terbang (fly ash) dan abu sekam padi (rice husk ash), dengan persentase kapur 2.5%, 5%, 7.5%, 10% dicampur dengan persentase abu terbang (fly ash) 5%, 10%, 15%, 20% dan abu sekam padi (rice hask ash) 5%, 10%, 15%, 20%. Tanah diambil dari Desa Buyandi Kabupaten Bolaangmongondow Timur.Untuk mengetahui perubahan sifat fisis dan mekanis, dilakukan uji terhadap campuran tanah kapur dengan abu terbang (fly ash) dan campuran kapur dengan abu sekam padi (rice husk ash) yang berupa uji batas atterberg, uji gradasi, uji berat jenis, uji kuat tekan bebas, uji geser langsung dan uji pemadatan standar dan CBR laboratorium dengan perendaman 4 hari.Hasil uji menunjukkan bahwa penambahan tanah kapur dengan abu terbang (fly ash) dan campuran tanah kapur dengan abu sekam padi (rice husk ash) dapat memperbaiki sifat fisis dan mekanis tanah, yaitu turunya indeks plastisitas, meningkatnya nilai sudut geser dalam tanah (Ø) serta meningkatnya nilai CBR.Kata kunci: Lempung ekspansif, stabilisasi, kapur, abu terbang, abu sekam padi
KARAKTERISTIK PEMAMPATAN TANAH RESIDU DI TPA RATAHAN Assa, Vicky A.; Sompie, O. B.A.; Lintong, E
JURNAL ILMIAH MEDIA ENGINEERING Vol 6, No 3 (2016): JURNAL ILMIAH MEDIA ENGINEERING
Publisher : Sam Ratulangi University

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Abstract

AbstractSoil residues are the result of physical and chemical weathering of the rocks beneath its formation occurred over rocks came from, so there are some specific characteristics of the type of soil residues are not in accordance with the basic concepts of soil mechanics are generally prepared by the behavior of alluvial soil . The ground color is yellowish brown residue . Overview Ratahan case in landfill sites are on sloping native land , therefore the compression on the type of soil residues need more in-depth review of the determination of the parameters of consolidationThe test sample soil residue undisturbed were taken to the Laboratory of Soil Test, Department of Civil Engineering, Polytechnic of Manado for testing the water content, test weight content, test weight type, test Atterberg limits, test seepage and testing consolidation by using the tool oedometer standard. The test results were analyzed further consolidation, so that unknown behavior of soil residue compression. The results of calculations using the tool oedometer consolidation parameters in landfill Ratahan, the voltage value preconsolidation by Casagrande method is 1.20 kg / cm2 sedangan method "Strain Energy-Log Stress" or methods Senol-Saglamer was 1.50 kg / cm2. Compression index value obtained was 0.0915; and the coefficient of volume change in average yield 0.01703 cm2 / kg. Value parameter consolidation coefficient (Cv) for the type of soil residue in a landfill Ratahan can not be known because of the relationship between deformation curve and the root of the time (method Taylor), straight sections do not do not pass at least four points of each curve loading. To graph the relationship void ratio and pressure, if drawn with a logarithmic scale and a linear scale will show a different behavior. Where on the logarithmic scale graph (e log P), produces a curve that is convex making it possible to determine the preconsolidation stress, whereas the linear scale graph preconsolidation stress can not be determined. This is caused because the history of the formation of soil residues, particularly landfill Ratahan not through the deposition process and the process of consolidation as the alluvial soil.The results of the use of methods Casagrande method Senol - Saglamer for preconsolidation voltage values of 12 sites experienced an average difference of about 18.80 % . In the selection method for the determination preconsolidation stress is by using the " Strain Energy -Log Stress " ( Senol - Saglamer method , because this method has a better correlation coefficient , which is 90 % -92 % compared with the methods Casagrande 77 % -82 % ( Senol & Saglamer et.al. , 2000) .Keywords: soil residu, land fill,pre-consolidation, consolidation, Casagrande method, Senol-Saglamer method