{"data":{"id":1510,"url":"https:\/\/repo.xbbh.net\/items\/1510","status":"published","type":"thesis","title":"ANALISIS PERENCANAAN PONDASI TIANG PANCANG PADA PROYEK GEDUNG KANTOR CABANG PELAYANAN DINAS PENDAPATAN (CPDP) WILAYAH KABUPATEN KARAWANG BERDASARKAN DATA CONE PENETRATION TEST (CPT\/SONDIR) DENGAN METODE AOKI DE ALENCAR DAN METODE LANGSUNG","title_alt":null,"abstract":"Pondasi tiang pancang atau disebut juga pondasi dalam dipergunakan untuk\nkonstruksi beban berat (high rise building). Sebelum melaksanakan suatu\npembangunan konstruksi yang pertama-tama dilaksanakan dan dikerjakan\ndilapangan adalah pekerjaan pondasi (struktur bawah). Pondasi merupakan suatu\npekerjaan yang sangat penting dalam suatu pekerjaan teknik sipil, karena pondasi\ninilah yang memikul dan menahan suatu beban yang bekerja diatasnya yaitu\nbeban konstruksi atas.\nTujuan dari studi ini untuk menghitung daya dukung tiang pancang dari hasil\nsondir dengan metode aoki de alencar dan metode langsung, membandingkan\nhasil daya dukung tiang pancang dan menghitung dimensi, kedalaman dan jumlah\ntiang pancang. Metodologi pengumpulan data dilakukan dengan cara melakukan\nobservasi, pengambilan data dari pihak proyek serta melakukan studi ke\nperpustakaan.\nPerencanaan dimensi elemen struktur seperti kolom, balok dan pelat lantai\npada program sofware ETABS version 9.7.2 didapat dari data yang sudah ada\npada Laporan Analisis Struktur proyek Gedung Kantor Cabang Pelayanan Dinas\nPendapatan (CPDP) Wilayah Kabupaten Karawang.\nBerdasarkan perhitungan perencanaan maka pondasi yang akan digunakan\nadalah pondasi tiang pancang dengan penampang persegi dengan sisi 40 cm yang\nmempunyai kedalaman tiang 4,5 m. Terdapat 4 tipe pondasi yaitu pondasi tiang\ntunggal (P-1), dan pondasi kelompok tiang (P-2, P-3, dan P-4). Jumlah seluruh\ntitik pondasi ialah 33 buah dengan jumlah keseluruhan titik pengeboran sebanyak\n180 titik.","abstract_alt":null,"creators":[{"role":"author","family_name":"Sophia","given_name":"Yunanti","orcid":null,"national_id":"B1021511RB5127"},{"role":"advisor","family_name":"Siregar","given_name":"Chandra  Afriade","orcid":null,"national_id":null}],"year":2020,"date_issued":null,"publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIVERSITAS SANGGA BUANA YPKP BANDUNG","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["Kata kunci : Pondasi tiang pancang","daya dukung","metode aoki de alencar","metode langsung","CPDP Wilayah Kabupaten Karawang."],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"Sophia, Yunanti (2020) ANALISIS PERENCANAAN PONDASI TIANG PANCANG PADA PROYEK GEDUNG KANTOR CABANG PELAYANAN DINAS PENDAPATAN (CPDP) WILAYAH KABUPATEN KARAWANG BERDASARKAN DATA CONE PENETRATION TEST (CPT\/SONDIR) DENGAN METODE AOKI DE ALENCAR DAN METODE LANGSUNG. UNIVERSITAS SANGGA BUANA YPKP BANDUNG.","documents":[{"name":"01-Cover.pdf","section":"cover","mime_type":"application\/pdf","size":111358,"sha256":"3e9f06f4b99945772c25523e3fc87d9bb79fa0dabe7ad656698bbf348ba1f597","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6655\/01-Cover.pdf"},{"name":"scan_TA_4.pdf","section":null,"mime_type":"application\/pdf","size":281816,"sha256":"6ae393b6fb5df6e537411c50921a7ccf169eb7e0563fc32c8b03a22c29354b91","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6656\/scan_TA_4.pdf"},{"name":"scan_TA_5.pdf","section":null,"mime_type":"application\/pdf","size":375849,"sha256":"b04890e3932e7f3ed36c4bc9d06c31944974088d208b79f20db515b735e01645","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6657\/scan_TA_5.pdf"},{"name":"scan_TA_6.pdf","section":null,"mime_type":"application\/pdf","size":308791,"sha256":"f560d8d79d37137a47ae32a5d0ec192ac9e7c4f7b35762016cafe9d31d5751e5","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6658\/scan_TA_6.pdf"},{"name":"ABSTRAK.pdf","section":"abstract","mime_type":"application\/pdf","size":120310,"sha256":"416a0765552823d4e016c2b789fbd4a6344ee9e204275853a5a960792ccce3e8","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6659\/ABSTRAK.pdf"},{"name":"DAFTAR_ISI.pdf","section":"front_matter","mime_type":"application\/pdf","size":145304,"sha256":"57d4f019ca8516293eea25a18d9a78e05af0bfa85a693171a9f7f2e6b0550d05","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6660\/DAFTAR_ISI.pdf"},{"name":"KATA_PENGANTAR.pdf","section":"front_matter","mime_type":"application\/pdf","size":142108,"sha256":"8920cca4aa9d63b7b9d52c06d42130c35c53688d181d46157e2a07eb3feff98a","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6661\/KATA_PENGANTAR.pdf"},{"name":"DAFTAR_PUSTAKA.pdf","section":"bibliography","mime_type":"application\/pdf","size":102073,"sha256":"450e469553cccd346fa6939bb87aac6d5c7df3c86f6e2930f8f50db555a45367","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/1510\/files\/6662\/DAFTAR_PUSTAKA.pdf"}],"published_at":"2021-09-06T03:32:40+00:00","updated_at":"2026-10-31T06:50:43+00:00"}}