<mets:mets OBJID="eprint_4803" 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="2026-05-10T21:02:12Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_4803_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Perencanaan Tembok Penahan Tanah Tipe Kantilever Ruas Jalan Sumberejo - Kepohkidul Ds. Ngampal Kec. Sumberejo Kab. Bojonegoro</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Sujiat (2026)</mods:namePart><mods:namePart type="family">Sujiat</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:name type="personal"><mods:namePart type="given">Indriyani</mods:namePart><mods:namePart type="family">Yulia Indriyani</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:name type="personal"><mods:namePart type="given">pangestu</mods:namePart><mods:namePart type="family">Yoga pangestu</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Mengingat sebuah bangunan terletak di atas tanah, maka tanah merupakan komponen penting dalam perencanaan konstruksi. Di ruas Jalan Sumberejo – kepohkidul desa Ngampal kecamatan Sumberrejo kabupaten Bojonegoro ada daerah berlereng yang kondisi tanahnya begitu rawan nantinya bahaya kelongsoran. Tujuan penelitian ini adalah membuat desain rencana Tembok Penahan Tanah kantilever yang stabil terhadap geser,guling dan daya dukung tanah. Metode yang digunakan dalam Hasil perhitungan berikut menunjukkan bahwa stabilitas dinding penahan tanah yang ditentukan berdasarkan teori Rankine adalah aman terhadap geser, guling, dan daya dukung tanah: 3,59 &gt; 2 merupakan stabilitas terhadap gaya guling (aman). Stabilitas gaya geser = 9,80 &gt; 2 (aman). Kestabilan teori Mayerhof terhadap daya dukung tanah = 3,223 &gt; 3 (aman). Tanah dapat dikatakan aman berdasarkan perhitungan geser, guling, dan daya dukung, karena nilai yang diperoleh melebihi nilai Faktor Keamanan. Dari analisis perencanaan Tpt di gunakan penulangan dinding vertical dengan diameter tulangan utama D13- 100 mm untuk tulangan bagi D13-200 mm, tulangan geser D12-200 mm dan tulangan utama plat kaki D22-125mm, tulangan bagi nya D22 250 mm. Dan pada analisis lereng tanpa perkuatan dengan Software Geostudio/Geoslope didapati Faktor of Safety 1,355 dan setelah di beri perkuatan Tpt menjadi 2,085</mods:abstract><mods:classification authority="lcc">TA Engineering (General). Civil engineering (General)</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-01-01</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Dearsip</mods:publisher></mods:originInfo><mods:genre>Article</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_4803"><mets:rightsMD ID="rights_eprint_4803_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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