[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"ssr-repo-browse-{\"subject\":\"penurunan\",\"page\":1}":3,"menu-footer-id":158,"menu-main-id":220},{"rows":4,"meta":149},[5,16,23,31,37,44,51,58,65,72,79,87,94,100,107,115,122,129,136,143],{"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-dspace000006503","repo",null,"Analisis Fondasi Bored Pilep pada Pilar 3 Jembatan Paiton 2 Sta. 28+600 Proyek Tol Probowangi",[11],"Moch. Aril Asyhari Putra",2025,"Skripsi (D4)","Proyek Pembangunan Jalan Tol Probolinggo-Banyuwangi merupakan Proyek Tol Trans Jawa yang dibangun dari Pulo Merak hingga Banyuwangi dengan panjang 1.167 km. Tujuan penelitian ini yaitu untuk menganalisis daya dukung dan penurunan fondasi bored pile secara manual dan numerik menggunakan metode…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006503&year=2025&title=analisis-fondasi-bored-pilep-pada-pilar-3-jembatan-paiton-2-sta-28-600-proyek-tol-probowangi",{"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-dspace000006488","Analisis Daya Dukung Fondasi Bored Pile pada Overpass Probowangi Paket 2",[20],"Tri Mulyani Oktaviana","Overpass Simpang Susun Paiton merupakan bagian dari Proyek Pembangunan Jalan Tol Probolinggo – Banyuwangi Paket 2. Kondisi eksisting jembatan ini menggunakan struktur fondasi bored pile. Pada Pilar 2 dan 3 dengan kedalaman eksisting masing-masing yaitu 28 m dan 24 m. Data uji Standard Penetration…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006488&year=2025&title=analisis-daya-dukung-fondasi-bored-pile-pada-overpass-probowangi-paket-2",{"id":24,"source":7,"branch":8,"branch_name":8,"title":25,"authors":26,"publisher":8,"year":12,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":29,"availability":8,"url":30},"repo-dspace000006178","Perencanaan Ulang Fondasi Tiang Pancang pada Bangunan Utama Gedung Kantor Mandiri Area Gresik (Studi Kasus : Jl. Panglima Sudirman 115 Kramantadap Gapuro Sukolilo, Kabupaten Gresik)",[27],"Indrawan Tri Anugrah","Tugas Akhir (D3)","Pembangunan Gedung Kantor Mandiri Area Gresik difungsikan sebagai gedung perkantoran yang berlokasi di Jl. Panglima Sudirman No. 115, Kabupaten Gresik. Bangunan ini terdiri dari 4 lantai dengan total luas bangunan sebesar 9.500 m². 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Untuk menjamin keamanan dan efisiensi struktur, dilakukan perencanaan ulang fondasi dalam pada Pier 2 dengan mempertimbangkan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000001373&year=2025&title=perencanaan-fondasi-bored-pile-pada-pier-2-jembatan-overpass-1-studi-kasus-pembangunan-jalan-tol-jakarta-cikampek-ii-selatan-paket-ii-b-ruas-sukaragam-sukabungah-pada-jembatan-sta-24-234",{"id":80,"source":7,"branch":8,"branch_name":8,"title":81,"authors":82,"publisher":8,"year":84,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":85,"availability":8,"url":86},"repo-dspace000005706","Perencanaan Ulang Pondasi Tiang bor Jembatan Calleder Hamilton Jurug B Surakarta – Karanganyar STA 0+171.024",[83],"Darei Mochamad Abidin",2024,"Indonesia mengupayakan pembangunan infrastruktur untuk memenuhi kebutuhan dasar, salah satunya pada pekerjaan infrastruktur jembatan. Adanya perencanaan ini Fondasi sangat berpengaruh dalam menahan beban yang ada pada jembatan dan berfungsi meneruskan beban menuju tanah keras. Fondasi tiang bor…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000005706&year=2024&title=perencanaan-ulang-pondasi-tiang-bor-jembatan-calleder-hamilton-jurug-b-surakarta-karanganyar-sta-0-171-024",{"id":88,"source":7,"branch":8,"branch_name":8,"title":89,"authors":90,"publisher":8,"year":84,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":92,"availability":8,"url":93},"repo-dspace000004204","Perencanaan Fondasi Tiang Pancang Bulat Gedung ITC Kampus 3 UIN Maulana Malik Ibrahim Malang",[91],"Qisbulloh Huda","Gedung harus didesain sesuai ketentuan yang berlaku. Karena itu, Tugas Akhir ini disusun dengan tujuan untuk mengetahui perbandingan antara desain eksisting dengan hasil redesain yang dilakukan. Perhitungan yang dilakukan adalah dengan merencanakan ulang fondasi pada Gedung Islamic Tutorial Center…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000004204&year=2024&title=perencanaan-fondasi-tiang-pancang-bulat-gedung-itc-kampus-3-uin-maulana-malik-ibrahim-malang",{"id":95,"source":7,"branch":8,"branch_name":8,"title":96,"authors":97,"publisher":8,"year":84,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":98,"availability":8,"url":99},"repo-dspace000004179","Perencanaan Ulang Fondasi Tiang Pancang Pada Rumah Sakit Pagerwojo-Sidoarjo",[55],"Fasilitas kesehatan sangat penting untuk menjamin kesehatan masyarakat. Seperti halnya di wilayah desa Pagerwojo, Kecamatan Buduran, Sidoarjo yang berada di wilayah seluas 106,50 hektar dengan tingkat pertumbuhan populasi penduduk sebesar 2% per tahun. 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