<mets:mets OBJID="eprint_6372" LABEL="Eprints Item" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><mets:metsHdr CREATEDATE="2026-09-21T17:49:26Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6372_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Analisis Safety Faktor Pada Dinding Penahan Tanah Kantilever Menggunakan Software Geostudio (Studi Kasus di Ruas Jalan Ngasem-Kalitidu, Desa Dukohkidul, Kecamatan Ngasem, Kabupaten Bojonegoro)</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Pratama</mods:namePart><mods:namePart type="family">Bayu Apriliya Pratama</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Ruas Jalan Ngasem-Kalitidu di Kabupaten Bojonegoro mengalami amblesan akibat kegagalan struktur Dinding Penahan Tanah (TPT) eksisting. Penelitian ini bertujuan untuk mengevaluasi nilai Faktor Keamanan (Safety Factor) dari TPT eksisting dan merancang ulang TPT tipe kantilever yang memenuhi kriteria SNI 8460:2017 menggunakan perangkat lunak GeoStudio. Metode yang digunakan meliputi pengujian mekanika tanah di laboratorium, pemodelan numerik menggunakan metode Bishop, serta analisis stabilitas eksternal dan internal. Hasil analisis pada kondisi TPT eksisting menunjukkan nilai faktor keamanan lereng sebesar 1,272 (&lt; 1,5), yang berarti struktur dalam kondisi tidak aman terhadap kelongsoran. Oleh karena itu, dilakukan redesain TPT kantilever dengan dimensi tinggi 4,40 m dan lebar pondasi 3,10 m. Hasil pemodelan redesain menunjukkan peningkatan nilai keamanan lereng menjadi 2,710. Evaluasi stabilitas eksternal struktur baru juga dinyatakan aman dengan nilai faktor keamanan guling 3,92, keamanan geser 6,94, dan daya dukung tanah 13,36. Perencanaan penulangan beton pada struktur ini juga telah dihitung dan memenuhi persyaratan SNI 2847:2019.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-29</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Sains dan Teknik;Teknik Sipil</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6372"><mets:rightsMD ID="rights_eprint_6372_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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