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<http://digilib.unila.ac.id/id/eprint/60106> <http://purl.org/dc/terms/title> "EVALUASI KETEBALAN CONCRETE LANTAI BASEMENT DAN\r\nIDENTIFIKASI LAPISAN BATUAN BAWAH PERMUKAAN\r\nRUMAH SAKIT PENDIDIKAN UNIVERSITAS LAMPUNG\r\n(RSP UNILA) BERDASARKAN DATA GROUND\r\nPENETRATING RADAR (GPR)"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/60106> <http://purl.org/ontology/bibo/abstract> "In construction, the thing that must be considered is the reliability of the building,\r\nwhich includes safety, health, comfort, and convenience. Preliminary analysis of\r\nthe building's ability to support loads is important in the construction of the Unila\r\nTeaching Hospital (RSP). In this study, the GPR method was applied to determine\r\nand analyze the concrete thickness of the basement floor of RSP Unila and\r\nanalyze rock layers at RSP Unila. Data processing includes several filters,\r\nnamely static correction, subtract mean (dewow), AGC Gain, background\r\nremoval, bandpass frequency, FK-filter, FK-migration, and time-depth conversion\r\nwhich then produces 2D cross-sectional data. Analysis of the GPR profile that has\r\nbeen processed shows that the average thickness of the basement floor concrete\r\nlayer is about 2 meters. Under the concrete layer, there is a compact layer with\r\nan average thickness of 8 meters. The complex layer is found at a depth of 10-32\r\nmeters with an average thickness of about 22 meters. The dominant lithology in\r\nthe rock layers at RSP Unila is clay and there is a mixture of clay-sand, rock\r\nboulders, and water fractures.\r\nKeywords: GPR, concrete, rock layers, RSP Unila\r\nDalam pembangunan, hal yang harus diperhatikan yaitu keandalan bangunan\r\ngedung, yang meliputi keselamatan, kesehatan, kenyamanan, dan kemudahan.\r\nAnalisis awal kemampuan bangunan Gedung untuk mendukung beban muatan\r\nmerupakan hal yang penting dalam pembangunan Rumah Sakit Pendidikan (RSP)\r\nUnila. Pada penelitian ini metode GPR diaplikasikan untuk menentukan dan\r\nmenganalisis ketebalan concrete lantai basement RSP Unila dan menganalasis\r\nlapisan batuan di RSP Unila. Pengolahan data meliputi beberapa filter, yaitu static\r\ncorrection, subtract mean (dewow), AGC Gain, background removal, bandpass\r\nfrequency, FK-filter, FK-migration dan time depth convertion yang kemudian\r\nmenghasilkan data penampang 2D. Analisis terhadap profil GPR yang telah\r\ndilakukan pengolahan menunjukkan bahwa rata-rata tebal lapisan concrete lantai\r\nbasement adalah sekitar 2 meter. Di bawah lapisan concrete terdapat lapisan\r\nkompak dengan tebal rata-rata 8 meter. Lapisan kompleks terdapat pada\r\nkedalaman 10-32 meter dengan tebal rata-rata sekitar 22 meter. Litologi dominan\r\npada lapisan batuan di RSP unila adalah clay dan terdapat percampuran clay-sand,\r\nbolder-bolder batuan dan rekahan air.\r\nKata kunci: GPR, concrete, lapisan batuan, RSP Unila"^^<http://www.w3.org/2001/XMLSchema#string> .
<http://digilib.unila.ac.id/id/eprint/60106> <http://purl.org/dc/terms/date> "2021" .
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