| NIM | H1F013062 |
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| Namamhs | JOHN ARYA TAMA |
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| Judul Artikel | ANALISA GEOLOGI TEKNIK UNTUK PERENCANAAN TAPAK AS BENDUNGAN TEMEF DAERAH OENINO, KABUPATEN TIMOR TENGAH SELATAN, NUSA TENGGARA TIMUR
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| Abstrak (Bhs. Indonesia) | Proses pembangunan tapak as bendungan memerlukan analisis geologi teknik yang mendetail. Metode menggunakan pengamatan inti bor meliputi nilai standart penetration test (SPT), Rock Quality Designation (RQD), dan permeabilitas. Nilai standart penetration test (SPT) pada perhitungan inti bor TN1-TN8 rata-rata N=50, dimana menurut SNI merupakan keadaan pondasi tanah yang baik. Nilai rock quality designation (RQD) dalam into bor kurang baik dimana nilai rata-rata kurang dari 50. Nilai permeabilitas dalam inti bor 6.0e-05<k<2.6e-04 menunjukan pondasi beragam buruk hingga baik, disebabkan karena kontrol struktur daerah penelitian.
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| Abtrak (Bhs. Inggris) | Contruction process base dam with detailed geotechnical analysis. Observation of drill core include standart penetration test (SPT), rock quality designation (RQD) and permeability value. The standard penetration test (SPT) on the calculation of the TN1-TN8 drill core is an average of N = 50, which according to SNI is a good foundation. The value of rock quality designation (RQD) in the drill is not good where the average value is less than 50. The permeability value in the drill core 6.0e-05 <k <2.6e-04 shows that the foundation varies from bad to good, due to the structural control of the study area.
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| Kata kunci | SPT, RQD, Permeabilitas |
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| Pembimbing 1 | Adi Candra S.T., M.T. |
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| Pembimbing 2 | Siswandi S.T., M.T. |
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| Pembimbing 3 | |
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| Tahun | 2020 |
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| Jumlah Halaman | 8 |
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| Tgl. Entri | 2020-08-12 12:02:25.154906 |
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