[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"ssr-repo-browse-{\"subject\":\"daya-dukung\",\"page\":1}":3,"menu-footer-id":158,"menu-main-id":220},{"rows":4,"meta":149},[5,16,23,31,38,45,52,59,66,73,80,88,95,102,108,114,121,128,135,142],{"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. Laporan akhir ini bertujuan untuk melakukan perencanaan ulang…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006178&year=2025&title=perencanaan-ulang-fondasi-tiang-pancang-pada-bangunan-utama-gedung-kantor-mandiri-area-gresik-studi-kasus-jl-panglima-sudirman-115-kramantadap-gapuro-sukolilo-kabupaten-gresik",{"id":32,"source":7,"branch":8,"branch_name":8,"title":33,"authors":34,"publisher":8,"year":12,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":36,"availability":8,"url":37},"repo-dspace000006153","Perencanaan Fondasi Tiang Pancang pada Proyek Pembangunan Gedung Perkuliahan di Universitas Kadir",[35],"Nabila Marsanda Eka Lestari","Pembangunan Gedung perkuliahan universitas Kadiri yang berlokasi Jl. Selomangleng, Mojoroto, Kediri Jawa Timur. Bangunan ini direncanakan memiliki 3 lantai dan 1 lantai atap dak beton dan menggunakan fondasi tiang pancang berdiameter 0,4 m dengan kedalaman 14 m. Penelitian ini bertujuan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006153&year=2025&title=perencanaan-fondasi-tiang-pancang-pada-proyek-pembangunan-gedung-perkuliahan-di-universitas-kadir",{"id":39,"source":7,"branch":8,"branch_name":8,"title":40,"authors":41,"publisher":8,"year":12,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":43,"availability":8,"url":44},"repo-dspace000006152","Perbandingan Spun Pile dengan Bored Pile pada Gedung Penunjang Bank Mandiri Gresik",[42],"Rafii’ Hibatur Rahman","Pondasi merupakan bagian penting dalam struktur bangunan yang berfungsi untuk menyalurkan beban dari bangunan ke tanah. Dalam proyek pembangunan Gedung Penunjang Bank Mandiri Gresik, digunakan jenis pondasi dalam berupa spun pile. Penelitian ini bertujuan untuk membandingkan pondasi spun pile…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006152&year=2025&title=perbandingan-spun-pile-dengan-bored-pile-pada-gedung-penunjang-bank-mandiri-gresik",{"id":46,"source":7,"branch":8,"branch_name":8,"title":47,"authors":48,"publisher":8,"year":12,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":50,"availability":8,"url":51},"repo-dspace000006141","Analisis Perbandingan Kapasitas Daya Dukung dan Penurunan Terhadap Variasi Dimensi Fondasi Spun Pile (Studi Kasus: Pembangunan Gedung 3 Lantai Cipto Utomo Institut Ilmu Kesehatan Bhakti Wiyata Kediri)",[49],"Deva Salsabila Jawahir Suyatna Putri","Peningkatan fasilitas pendidikan mendorong pembangunan gedung Cipto Utomo IIK Bhakti Wiiyata di Kediri. Bangunan ini direncanakan memiliki 4 lantai dengan luas bangunan 9,513 m² dan menggunakan fondasi tiang pancang jenis spun pile berdiameter 0,6 m dengan kedalaman 18 m. Penelitian ini bertujuan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006141&year=2025&title=analisis-perbandingan-kapasitas-daya-dukung-dan-penurunan-terhadap-variasi-dimensi-fondasi-spun-pile-studi-kasus-pembangunan-gedung-3-lantai-cipto-utomo-institut-ilmu-kesehatan-bhakti-wiyata-kediri",{"id":53,"source":7,"branch":8,"branch_name":8,"title":54,"authors":55,"publisher":8,"year":12,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":57,"availability":8,"url":58},"repo-dspace000006131","Perencanaan Fondasi Tiang Pancang Gedung Kedokteran Kampus 3 UIN Maulana Malik Ibrahim Malang",[56],"Aidham Febriansyah","Bentuk dan struktur bangunan memiliki peranan yang sangat penting dalam pekerjaan pembangunanan teknik sipil, sebelum melakukan suatu pembangunan terlebih untuk bangunan gedung tingkat tinggi, hal pertama yang perlu diperhatikan adalah pekerjaan fondasi (struktur bawah). Fondasi merupakan pekerjaan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000006131&year=2025&title=perencanaan-fondasi-tiang-pancang-gedung-kedokteran-kampus-3-uin-maulana-malik-ibrahim-malang",{"id":60,"source":7,"branch":8,"branch_name":8,"title":61,"authors":62,"publisher":8,"year":12,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":64,"availability":8,"url":65},"repo-dspace000003044","Analisis Perencanaan Fondasi Tiang Pancang Pada Gedung GKB-V Universitas Muhammadiyah Malang",[63],"Asma’ul Khusnaini","Gedung Kuliah Bersama V Universitas Muhammadiyah Malang (GKB-V) memiliki tinggi total bangunan sebesar 49,7meter yang terdiri dari 10 lantai dan 1 basement. Pada kondisi eksisting bangunan GKB-V ini tediri dari 2 bagian yaitu bagian bangunan utama dan bagian auditorium. Pada skripsi ini akan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003044&year=2025&title=analisis-perencanaan-fondasi-tiang-pancang-pada-gedung-gkb-v-universitas-muhammadiyah-malang",{"id":67,"source":7,"branch":8,"branch_name":8,"title":68,"authors":69,"publisher":8,"year":12,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":71,"availability":8,"url":72},"repo-dspace000002875","Perencanaan Fondasi Tiang Bor Pada Proyek Pembangunan Gedung Tower 3 ITS Surabaya",[70],"Larisa Laksita Dewi","Pembangunan fondasi tiang pancang pada Proyek Gedung Tower 3 ITS Surabaya menghadapi tantangan akibat kondisi lahan bekas rawa dengan tanah lunak dan berkadar air tinggi, yang memengaruhi daya dukung tanah dan meningkatkan risiko penurunan fondasi. Untuk mengatasi hal tersebut, penelitian ini…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000002875&year=2025&title=perencanaan-fondasi-tiang-bor-pada-proyek-pembangunan-gedung-tower-3-its-surabaya",{"id":74,"source":7,"branch":8,"branch_name":8,"title":75,"authors":76,"publisher":8,"year":12,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":78,"availability":8,"url":79},"repo-dspace000002795","Perencanaan Fondasi Tiang Bor pada Proyek Gedung Creative A ITS Surabaya",[77],"Muhammad Hisham Atafalah","Proyek pembangunan Gedung Creative A ITS Surabaya menggunakan fondasi tiang pancang (spun pile) sebagai sistem fondasi bawah. Namun, pelaksanaan pemancangan dengan metode diesel hammer menimbulkan getaran dan kebisingan yang signifikan, menyebabkan gangguan terhadap lingkungan sekitar, termasuk…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000002795&year=2025&title=perencanaan-fondasi-tiang-bor-pada-proyek-gedung-creative-a-its-surabaya",{"id":81,"source":7,"branch":8,"branch_name":8,"title":82,"authors":83,"publisher":8,"year":85,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":86,"availability":8,"url":87},"repo-dspace000005706","Perencanaan Ulang Pondasi Tiang bor Jembatan Calleder Hamilton Jurug B Surakarta – Karanganyar STA 0+171.024",[84],"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":89,"source":7,"branch":8,"branch_name":8,"title":90,"authors":91,"publisher":8,"year":85,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":93,"availability":8,"url":94},"repo-dspace000004972","Analisis Desain Fondasi Bored pile Pada Proyek Jalan Tol Probolinggo – Banyuwangi Paket 1",[92],"Yunia Maulidiyah","Overpass SS Kraksaan ini berada di Kecamatan Kraksaan Kabupaten Probolinggo yang memiliki panjang 127,4 meter. Bagian abutment overpass SS Kraksaan ini memiliki panjang bentang 20,60 m dan menggunakan fondasi tiang bor dengan panjang kedalaman 28 m dan diameter 0,8 m pada abutment. Berbagai…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000004972&year=2024&title=analisis-desain-fondasi-bored-pile-pada-proyek-jalan-tol-probolinggo-banyuwangi-paket-1",{"id":96,"source":7,"branch":8,"branch_name":8,"title":97,"authors":98,"publisher":8,"year":85,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":100,"availability":8,"url":101},"repo-dspace000004204","Perencanaan Fondasi Tiang Pancang Bulat Gedung ITC Kampus 3 UIN Maulana Malik Ibrahim Malang",[99],"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":103,"source":7,"branch":8,"branch_name":8,"title":104,"authors":105,"publisher":8,"year":85,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":57,"availability":8,"url":107},"repo-dspace000004202","Perencanaan Fondasi Tiang Pancang Pada Gedung Teknik 1 Kampus 3 UIN Maulana Malik Ibrahim Malang",[106],"Aulia Kharisma Nabila Putri","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000004202&year=2024&title=perencanaan-fondasi-tiang-pancang-pada-gedung-teknik-1-kampus-3-uin-maulana-malik-ibrahim-malang",{"id":109,"source":7,"branch":8,"branch_name":8,"title":110,"authors":111,"publisher":8,"year":85,"type":28,"call_number":8,"isbn":8,"cover":8,"abstract":112,"availability":8,"url":113},"repo-dspace000004179","Perencanaan Ulang Fondasi Tiang Pancang Pada Rumah Sakit Pagerwojo-Sidoarjo",[63],"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. Keberadaan fasilitas kesehatan yang baik…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000004179&year=2024&title=perencanaan-ulang-fondasi-tiang-pancang-pada-rumah-sakit-pagerwojo-sidoarjo",{"id":115,"source":7,"branch":8,"branch_name":8,"title":116,"authors":117,"publisher":8,"year":85,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":119,"availability":8,"url":120},"repo-dspace000003988","Analisis Daya Dukung Fondasi Bored Pile Pada Gedung Rs Siti Khadijah Muhammadiyah Sepanjang Kabupaten Sidoarjo",[118],"Noritza Chusnulita Eryzaviani","Gedung Medik Tahap 3 Rumah Sakit Siti Khadijah Sepanjang Sidoarjo merupakan bangunan delapan lantai yang berdiri pada kawasan padat penduduk. dengan kondisi tanah pada lokasi yang bertipikal lempung, fondasi eksisting menggunakan tiang pancang, sehingga getarannya berdampak besar bagi rumah warga…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003988&year=2024&title=analisis-daya-dukung-fondasi-bored-pile-pada-gedung-rs-siti-khadijah-muhammadiyah-sepanjang-kabupaten-sidoarjo",{"id":122,"source":7,"branch":8,"branch_name":8,"title":123,"authors":124,"publisher":8,"year":85,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":126,"availability":8,"url":127},"repo-dspace000003919","Analisis Fondasi Bored Pile Pada Tower A Proyek Rusun Rawa Buntu Serpong Tangerang Selatan",[125],"Zitha Hertina Saraswati","Proyek Pembangunan Tower A Rusun Rawa Buntu merupakan proyek gedung bertingkat 32 lantai dengan luas bangunan 1.549 mଶ dan ketinggian 99 m. Fondasi pada bangunan tersebut menggunakan bored pile raft foundation dengan diameter 1 m pada kedalaman 25 m yang sudah sesuai. Perbandingan dimensi bored…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003919&year=2024&title=analisis-fondasi-bored-pile-pada-tower-a-proyek-rusun-rawa-buntu-serpong-tangerang-selatan",{"id":129,"source":7,"branch":8,"branch_name":8,"title":130,"authors":131,"publisher":8,"year":85,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":133,"availability":8,"url":134},"repo-dspace000003912","Analisis Fondasi Tiang Bor Berdasarkan Data Spt Dan Cpt Pada Proyek Rumah Sakit Bhayangkara Nganjuk",[132],"Achmad Nur Chafidl","Proyek pembangunan gedung Rumah Sakit Bhayangkara Nganjuk terdiri dari 6 lantai dengan fungsi bangunan lantai dengan fondasi eksisting berupa fondasi spunpile. Penelitian ini akan membahas mengenai besar daya dukung, penurunan, dan RAB terhadap pemakaian fondasi tiang bor pada pembangunan Rumah…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003912&year=2024&title=analisis-fondasi-tiang-bor-berdasarkan-data-spt-dan-cpt-pada-proyek-rumah-sakit-bhayangkara-nganjuk",{"id":136,"source":7,"branch":8,"branch_name":8,"title":137,"authors":138,"publisher":8,"year":85,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":140,"availability":8,"url":141},"repo-dspace000003909","Analisis Daya Dukung Fondasi Tiang Bor Pada Pembangunan Gedung Laboratorium 2 Smk-Smak Bogor",[139],"Ananda Putri Amalia","Proyek pembangunan SMK\u002FSMAK Bogor yang dibangun di tengan wilayah padat penduduk dengan perencanaan awal menggunakan fondasi spun pile sehingga menyebabkan getaran yang cukup besar dan berpengaruh terhadap lingkungan sekitar. Oleh karena itu penulis melakukan analisis yang berjudul “Analisis Daya…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003909&year=2024&title=analisis-daya-dukung-fondasi-tiang-bor-pada-pembangunan-gedung-laboratorium-2-smk-smak-bogor",{"id":143,"source":7,"branch":8,"branch_name":8,"title":144,"authors":145,"publisher":8,"year":85,"type":13,"call_number":8,"isbn":8,"cover":8,"abstract":147,"availability":8,"url":148},"repo-dspace000003865","Analisa Daya Dukung Pondasi Tiang Pancang Menggunakan Plaxis 2D (Studi Kasus: Pembangunan Flyover JPL 79 KM 43+376)",[146],"Maulidiya Meisya Putri","Pondasi merupakan elemen esensial dalam struktur bangunan yang berfungsi menyalurkan beban ke lapisan tanah di bawahnya. Berdasarkan beban yang ditanggung, pondasi dikategorikan menjadi dua: pondasi dangkal untuk beban ringan dan pondasi dalam untuk struktur besar seperti gedung tinggi dan…","https:\u002F\u002Frepository.polinema.ac.id\u002Fcollection\u002Fdetail?id=dspace000003865&year=2024&title=analisa-daya-dukung-pondasi-tiang-pancang-menggunakan-plaxis-2d-studi-kasus-pembangunan-flyover-jpl-79-km-43-376",{"page":150,"per_page":151,"total":152,"last_page":153,"filter":154,"label":157},1,20,31,2,{"subject":155},{"slug":156,"name":157},"daya-dukung","Daya Dukung",[159,182,199],[160,166,170,174,178],{"id":161,"parent":162,"target":163,"content":164,"title":164,"url":165},2500,"0","","Polinema 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