<mets:mets OBJID="eprint_6386" 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="2026-09-21T19:21:37Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6386_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Tembok Penahan Tanah Type Kantilever Pada Jalan Senganten-Klino Desa Klino Kecamatan Sekar Kabupaten Bojonegoro</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Setiana</mods:namePart><mods:namePart type="family">Jaka Setiana</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Pembangunan jalan pada daerah dengan kondisi lereng berpotensi mengalami kelongsoran sehingga diperlukan konstruksi yang mampu menjaga kestabilan tanah, salah satunya adalah tembok penahan tanah (TPT) tipe kantilever. Penelitian ini bertujuan menganalisis stabilitas lereng sebelum dan sesudah pemasangan TPT tipe kantilever serta merencanakan dimensi dan penulangan struktur menggunakan perangkat lunak GEO5 pada Jalan Senganten–Klino, Desa Klino, Kecamatan Sekar, Kabupaten Bojonegoro. Metode penelitian meliputi pengujian sifat fisik dan mekanik tanah di laboratorium berupa uji kadar air, berat jenis, batas Atterberg, dan direct shear test sebagai dasar penentuan parameter tanah, kemudian dilakukan analisis stabilitas lereng dengan metode Bishop, Fellenius/Petterson, Spencer, Janbu, dan Morgenstern-Price menggunakan GEO5, serta perencanaan struktur dinding penahan tanah berdasarkan persyaratan stabilitas terhadap geser, guling, daya dukung tanah, dan kebutuhan tulangan sesuai SNI 2847:2019. Hasil analisis menunjukkan bahwa setelah diberikan perkuatan TPT tipe kantilever, nilai faktor keamanan lereng meningkat menjadi 4,54 (Bishop), 4,60 (Fellenius/Petterson), 4,61 (Spencer), 5,64 (Janbu), dan 4,61 (Morgenstern-Price), yang seluruhnya berada di atas batas minimum yang dipersyaratkan sehingga lereng dinyatakan aman terhadap potensi kelongsoran. Selain itu, hasil perencanaan menunjukkan bahwa dimensi dan penulangan dinding penahan tanah memenuhi persyaratan stabilitas terhadap geser, guling, dan daya dukung tanah sehingga layak diterapkan pada lokasi penelitian.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:genre>Skripsi</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6386"><mets:rightsMD ID="rights_eprint_6386_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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