<mets:mets OBJID="eprint_6406" 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="2026-09-21T18:34:50Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6406_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Dinding Penahan Tanah Tipe Kantilever Pada Lereng Ruas Jalan Skun Desa Klino Kecamatan Sekar Kabupaten Bojonegoro</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Darma</mods:namePart><mods:namePart type="family">Indra Wahyu Darma</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Lereng Ruas Jalan Sukun di Desa Klino, Kecamatan Sekar, Kabupaten Bojonegoro memiliki kondisi topografi yang curam sehingga berpotensi mengalami kelongsoran akibat karakteristik tanah, infiltrasi air hujan, dan beban tambahan berupa lalu lintas kendaraan. Penelitian ini bertujuan untuk merencanakan struktur dinding penahan tanah (DPT) tipe kantilever yang aman dan sesuai ketentuan SNI 8460:2017 serta menganalisis stabilitas lereng menggunakan software Geo5. Pengambilan sampel tanah dilakukan menggunakan metode Boring Log (Boring Manual) selanjutnya data sampel tanah di uji di laboratorium digunakan sebagai dasar dalam perencanaan dimensi DPT tipe kantilever. Hasil analisis stabilitas eksternal menunjukkan nilai faktor keamanan (Safety Factor/SF) terhadap gaya geser: 6,56 &gt; 1,5, gaya guling: 6,80 &gt; 2,00, serta kapasitas daya dukung tanah: 4,05 &gt; 3,00, yang seluruhnya telah melampaui batas  SF minimum. Analisis stabilitas internal menggunakan modul Dimensioning pada Geo5 menunjukkan seluruh elemen struktur (wall stem, wall toe, wall heel, dan wall jump) berstatus satisfactory dengan tulangan utama 6D16. Sementara itu, analisis stabilitas lereng global menghasilkan nilai SF sebesar 2,85 dengan metode Bishop, 2,87 dengan metode Janbu, dan 2,67 dengan metode Fellenius, yang seluruhnya berada di atas batas minimum SF ≥ 1,50. Metode Bishop dipilih sebagai metode utama karena memberikan hasil yang representatif melalui keseimbangan momen dan gaya normal antar irisan serta sesuai untuk analisis bidang longsor melingkar yang menjadi karakteristik lereng pada penelitian ini. Berdasarkan hasil tersebut, dapat disimpulkan bahwa perencanaan DPT tipe kantilever pada lereng Ruas Jalan Sukun telah memenuhi persyaratan teknis dan standar keamanan yang berlaku serta mampu meningkatkan stabilitas lereng secara signifikan, sehingga layak diterapkan sebagai solusi teknis dalam penanganan erosi dan potensi tanah longsor pada kawasan jalan dengan karakteristik topografi serupa.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Sipil</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-30</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_6406"><mets:rightsMD ID="rights_eprint_6406_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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