[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"ssr-repo-browse-{\"subject\":\"stabilitas-lereng\",\"page\":1}":3,"menu-footer-id":69,"menu-main-id":131},{"rows":4,"meta":61},[5,16,23,30,37,44,53],{"id":6,"source":7,"branch":8,"branch_name":8,"title":9,"authors":10,"publisher":8,"year":12,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":14,"availability":8,"url":15},"repo-dspace000001531","repo",null,"Kestabilan Lereng Berdasarkan EOM Oktober pada PIT 81 West di PT. Perkasa Inakakerta Site Bengalon (Studi Kasus : Penambangan Batubara, Kecamatan Bengalon, Kabupaten Kutai Timur, Kalimantan Timur)",[11],"Andini Azahari",2025,"Tugas Akhir (D3)","Munculnya cracking pada lereng Lowwall PIT 81 West PT. Perkasa Inakakerta menandai awal ketidakstabilan yang berpotensi menimbulkan longsor. Retakan pada batuan pasir bagian atas menunjukkan gangguan keseimbangan lereng, terutama saat musim hujan. Untuk menanggapi kondisi tersebut, dilakukan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000001531&year=2025&title=kestabilan-lereng-berdasarkan-eom-oktober-pada-pit-81-west-di-pt-perkasa-inakakerta-site-bengalon-studi-kasus-penambangan-batubara-kecamatan-bengalon-kabupaten-kutai-timur-kalimantan-timur",{"id":17,"source":7,"branch":8,"branch_name":8,"title":18,"authors":19,"publisher":8,"year":12,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":21,"availability":8,"url":22},"repo-dspace000001379","Analisis Stabilitas Lereng menggunakan Metode Shotcrete - Soil Nailing Pada Proyek Jalan Bebas Hambatan IKN Segmen 6B STA 2+350 (Kabupaten Penajam Paser Utara, Kalimantan Timur)",[20],"Muhammad Zubaidi","Pembangunan Jalan Bebas Hambatan Ibu Kota Nusantara (IKN) Segmen 6B STA 2+350 menghadapi tantangan geoteknik berupa tanah clay shale yang memiliki daya dukung rendah dan rentan longsor. 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Oleh karena itu, dibutuhkan langkah mitigasi berupa pembangunan dinding penahan tanah untuk mencegah risiko longsor dan kerusakan infrastruktur di…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000001253&year=2025&title=analisis-stabilitas-dinding-penahan-tanah-gravitasi-pada-proyek-kali-bogel-kabupaten-blitar-studi-kasus-kali-gesing-kabupaten-blitar",{"id":45,"source":7,"branch":8,"branch_name":8,"title":46,"authors":47,"publisher":8,"year":49,"type":50,"call_number":8,"isbn":8,"cover":8,"abstract":51,"availability":8,"url":52},"repo-dspace000003930","Analisis Stabilitas Lereng Hilir Spillway Proyek Bendungan Bagong Trenggalek Menggunakan Dinding Penahan Tanah Tipe Counterfort",[48],"Nicky Rana Afifah",2024,"Skripsi (D4)","Proyek Bendungan Bagong di Trenggalek terdapat lereng dengan kemiringan curam yang berpotensi longsor, sehingga diperlukan perkuatan menggunakan dinding penahan tanah tipe counterfort. Analisis stabilitas lereng dilakukan menggunakan metode Fellenius. Stabilitas dinding penahan dianalisis terhadap…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003930&year=2024&title=analisis-stabilitas-lereng-hilir-spillway-proyek-bendungan-bagong-trenggalek-menggunakan-dinding-penahan-tanah-tipe-counterfort",{"id":54,"source":7,"branch":8,"branch_name":8,"title":55,"authors":56,"publisher":8,"year":58,"type":50,"call_number":8,"isbn":8,"cover":8,"abstract":59,"availability":8,"url":60},"repo-dspace000001959","Analisis Perbaikan Stabilitas Lereng Dengan Metode Kombinasi Vegetasi Dan Soil Nailing di Area Proyek Spillway Bendungan Tugu Kabupaten Trenggalek",[57],"Annisa Dewi Rahmawati",2023,"Lereng R2 di area proyek Bengdungan Tugu, Kabupaten Trenggalek memiliki kemiringan eksisting 1:0,6 tanpa perkuatan, dan panjang 24,713 m. Perhitungan kondisi eksisting dengan GeoStudio SLOPE\u002FW 2012 didapatkan FK 0,650 tanpa beban gempa dan 0,415 dengan beban gempa. 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