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Documents > Thesis > Pemanfaatan Bahan Limbah Fly Ash Dan Bantak Dalam Rancangan Konstruksi Dind...
Pemanfaatan Bahan Limbah Fly Ash Dan Bantak Dalam Rancangan Konstruksi Dinding Penahan Tanah Document Details: Author: Purwanto, Dr. Ir. Ahmad Rifa'I, Mt Contact: Supervisor: Type: Tugas Akhir Division: Perpustakaan UGM Language: Indonesia Subject: Mix Design, Variasi Fly Ash, Analisis Bronjong, Simulasi Numeris Lereng, Faktor Keamanan, Defor Publisher: Universitas Gadjah Mada
Studi Analisa Perbandingan Penambahan Material Limbah (Fly Ash) Dan Bahan Kimia (Wetfix-Be) Pada Campuran Beraspal Untuk Meningkatkan S...
Location: Universitas Gadjah Mada City: Yogyakarta - UGM add to bookmark |
ABSTRACT: Landslide is a type of geological disaster, which often happens in Indonesia. This
disaster often happens especially in rainy season. It causes some lost, both material and immaterial (victims of the disaster). It happens due to the movement of soil mass through either
Tinjauan Unjuk Kerja Beton Dengan Semen Normal Dan Bahan Tambah Fly Ash Yang Direndam Dalam Air Laut
slide or curve surface in the mountain slopes, then the process of moving soil will cause the land to slide. Retaining wall is a way which bounds the soil mass to prevent itâs movement. One other thing is gabion construction, it functions to protection the soil mass especially in the mountain slopes along the river stream. Specially in river basin, this gabion construction can stabilize the mountain side or slopes along the river stream. This gabion construction exploits local waste
materials as such fly ash the replacement of the river stone used in the gabion construction. Coal Ash (fly ash and bottom ash) are the left of coal combustion which is the important environment issue.
Tinjauan Kuat Lekat Tulangan Beton Dengan Semen Normal Dan Bahan Tambah Fly Ash Yang Direndam Dalam Air Laut
The objectives of this research are to take the advantage of the fly ash and bantak merapi in design of retaining wall structure especially the stability of the slope, Had a share give contribution to the Civil Engineering field especially of the Geotechnical Engineering field. This research to find out the physical, mechanical and chemical characteristic of itâs effects to the environment and to ensure that this retaining wall construction (gabion) is harmless to the
environment and acceptable for the society. The mix design process result using fly ash variation of 0%, 20%, 40%, 60% and 80%, will be picked one based on the SNI and ASTM and the suitable fly ash variation will be the concrete block model retaining wall structure (gabion
Pembuatan Filter Mikrofiltrasi Berbahan Clay Dan Fly Ash Dan Aplikasinya Dalam Pengolahan Limbah Cair
construction). Design of concrete block by use of 40% variation with length size 0,75 m, high and width 10x10 cm and concrete heavily block 12,375 kg. The result of gabion construction analysis by using the coal ash and merapi bantak which uses variation of 40% based static load shows the factor of safety against overturning (SF) 3,3, the factor of safety against sliding (SF) 2,2 and bearing of capacity foundation 118,24 kN/m2,
while based on the temporary load (earthquake force) shows the factor of safety against overturning (SF) 2,9 the factor of safety against sliding (SF) 1,9 and bearing of capacity foundation 121,26 kN/m2. The result above are affected by the moist unit weight of the gabion
Perbaikan Tanah Liat Lunak Dengan Fly Ash Dan Garam
material of 22 kN/m3 by using fly ash variation of 40%. Fly ash variation can be economized cement in using for gabion material construction. From the slope stability, the gabion construction increases the safety factor (SF) of slope stability. The analysis slope stability uses
Plaxis v 8.2, shows the safety factor (SF) original slope condition of 1,4 while for the slope soil erosion is shows the safety factor (SF) 0,8 and the gabion construction installed slope increases to safety factor (SF) 1,6 based static load which makes the slope stabile and safe, while based on the temporary load (earthquake force) shows the factor of safety factor (SF) original slope condition of 1,1 while for the slope soil erosion is shows the safety factor (SF) 0,8 and the gabion
Pengaruh Fly Ash Dan Kapur Tohor Pada Netralisasi Air Asam Tambang Terhadap Kualitas Air Asam Tambang (Ph, Fe & Mn)Di Iup Tambang Air L...
construction installed slope increases to safety factor (SF) 1,2. http://etd.ugm.ac.id/index.php? mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=50403 DOCUMENT'S FILES : There is no file available.
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